Dsr Pune 576767
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- Pages: 17
SURVEY WORK Sr. No.
Item of Work
Unit
2
3
4
1
A) REQUIREMENT OF LABOUR FOR UNIT WORK I) ROAD SURVEY 1)
Reconnaissance survey of alignment in plain and hilly country including taking dimensions of apexes ascertaining type of land etc. complete (without chaining)
Day
4 Nos.
2)
- do – (with chaining)
Day
7 Nos.
3)
Levelling
Day
3 Nos.
4)
Chain and com or cross staff survey
Day
6 Nos.
II) STREAM SURVEY 1)
Catchment area survey up to 100 acres with chain and com. (Traverse survey)
Day
2 Nos.
2]
-do- on village map upto 10 acres by visualisation without chain and com.
Day
2 Nos.
3]
Levelling for countering of sections of longitudinal sections of streams including chain and com survey and other details of stream.
Day
9 Nos.
4]
Chain and com or cross staff survey.
Day
6 Nos.
1] Plain 1 Tin of 100 M.L.
Km.
2 Tins
2] Chunnam loose
Km.
2 Kgs.
3] Pegs
Km.
65 Nos.
4] Kerosin Oil
Month
6 Litres
5] Tourch Cell (1 ½ V)
Month
3 Cells
B) REQUIREMENT OF MATERIALS ON UNIT BASIS
C) UNIT OUTTURN PER DAY Survey party consisting of 2 or 3 overseers and 1 Attendent for item to 10 under. 1] Roads and Item 1 to 6 under 2] Streams
203
Sr. No. 1
Item of Work
Unit
2
3
4
I] ROADS 1]
Reconnaissance survey of alignment a road in plain country including taking 3 dimensions of apexes indicating type of land etc. alongwith alignment and verification of serial Nos. (without chaining)
Day
2 Kms.
2]
- do – (with chaining)
Day
1.50 Kms.
3]
Reconnaissance survey of a road alignment for new hilly road country (without chaining).
Day
1.50 Kms.
4]
- do – including taking 3 dimensions of apexes indicating type of land and verification of survey No. (with chaining)
Day
1.00 Km.
5]
Reconnaissance survey of a alignment of a road in hilly country utilizing existing forest trackes. (without chaining)
Day
1.50 Kms.
6]
Reconnaissance survey of a alignment of a road in hilly country utilizing existing dimensions of apexes indicating type of land etc. along the alignment and verification of survey No. etc. (with chaining)
Day
1.00 Km.
7]
Detailed survey of road in plain country including chaining (with cross sections at every 2 chain) and closing of survey each day.
Day
1.50 Kms.
8]
Detailed survey in plain country (along earthwork one including chaining with cross section at every 2 chain and closing survey at close of day.
Day
0.75 Km.
9]
Detailed survey for a new hilly road for along utilizing existing forest track (without cross sec.) but inclusive of closing survey each day.
Day
0.50 Km.
10]
Taking cross section for a road in hilly country along the alignment including chaining leveling and closing of survey of the close of day. (Note : Length should be worked out on the No. and actual length of cross sec. Taken.)
Day
0.40 Km.
II] STREAM 1]
Longitudinal and cross section of stream complete with leveling and chaining including closing survey at the end of work
Day
1.50 Kms.
2]
Purely fly leveling (if required) (To and From)
Day
5 Kms.
3]
Finding out of catchment area with traverse survey upto 100 acres not traceable on toposheet (and upto 1 sq.mile on site)
Day
3 Nos.
4]
Finding out of catchment area with traverse survey above 100 acres not traceable on toposheet (and upto 1 sq.mile on site)
Day
2 Nos.
5]
Fixing chain and apex stones along the road (on an average 4 to 5 chain stones and 5 to 6 apex stones in a length of 1 km.) for unit labour
Day
0.75 Kms.
204
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
D) LABOUR COST FOR VARIOUS ITEMS OF SURVEY 1]
Fixing chainage Stone/BM / Center line stone/ Appex stones in earth and all sorts of soil and soft murum including conveying excavation fixing stone and back filling etc. complete.
No.
62.00
62.00
2]
Taking the trial pit for roads, alignment, C.D.works in earth soil of all sorts sand,gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto depth 1.5 metres. (Manual)
Cu.Mt.
117.00
117.00
2A]
Taking the trial pit for roads, alignement,C.D.works in earth soil of all sorts sand, gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto 3.00 meters depth. (Manual)
Cu.Mt.
145.00
145.00
3]
-do- in hard murum upto 1.5 metre depth. (Manual)
Cu.Mt.
210.00
210.00
–do- upto 3 metre depth. (Manual)
Cu.Mt.
230.00
230.00
-do- in hard murum and boulders 1.5 metre depth. (Manual)
Cu.Mt.
250.00
250.00
–do- upto 3 metre depth. (Manual)
Cu.Mt.
270.00
270.00
100 Nos
83.00
83.00
3A] 4]
4A] 5]
Fixing survey pegs in earth soil of all sorts, sand, gravel or soft murum etc. complete
E) RATES OF COMPLETED ITEMS INVOLVED DURING SURVEY I] SURVEY ITEMS 1]
Reconnaissance survey of road alignment in plain country including taking 3 dimensions of apexes including verification of type of land etc. along the alignment etc. complete (without chaining)
Km
858.00
417.00
2]
-do- (with chaining)
Km
1,699.00
1,111.00
205
Sr. No.
Item of Work
Unit
1
2
3
3]
Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete. (without chaining)
4]
Rate for the year 2012-2013 Completed
Labour
4
5
Km
2,069.00
1,481.00
Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete. (with chaining)
Km
2,628.00
1,667.00
5]
Reconnaissance survey of road alignment in hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary) taking three dimension of apexes including verification of type of land etc. complete (without chaining)
Km
1,144.00
556.00
6]
–do- (with chaining)
Km
2,549.00
1,667.00
7]
Detailed survey of roads in plain country including chaining and leveling with cross section at every two chains inclusive of closing survey each day .
Km
2,666.00
1,852.00
8]
Detailed survey of road length where earthwork is party done including chaining and leveling with cross section at every two chain and closing survey each day.
Km
2,516.00
889.00
9]
Detailed survey of road through hilly country taking cross section at every chain or as per desired including chaining leveling and closing survey each day
Km
4,789.00
1,389.00
10]
–do- utilizing existing forest tracks
Km
3,592.00
1,042.00
11]
Providing and fixing wooden survey pegs at 15m Center to Center including white washing etc. complete.
382.00
40.00
206
Per Km.
Sr. No.
Item of Work
Unit
1
2
3
12]
Carrying out Catchment area traverse survey of minor stream (not traceable in toposheet) below 100 acres
13]
14]
Rate for the year 2012-2013 Completed
Labour
4
5
Per No.
768.00
280.00
Cutting down branches trees, bushes etc. stacking the material neatly as directed. (for Jeepable road)
Per Km.
7,320.00
7,320.00
Preparation of Land Plans for Land Aquisition (Road Work) Preparing land plans and land Schedule including carrying out planetable survey for private / Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from D.I.L.R. or other authorities shall be obtained for correctness of prepared plans, tracing and taking out prints and preparing the requisite booklets duly bound and printing with all materials etc. Three land plan booklets in prescribed form alongwith original tracing shall be supplied including procurement of village maps/ forest land plans from concerned Authorities.
Per Km.
20,120.00
5,950.00
Note: The item planetable includes following points. 1] Carrying plane table Survey. 2] Plotting of duly surveyed area. 3] Collection of data from D.I.L.R. Authorities and verification of survey maps by D.I.L.R. Authorities. 4] Preparing three Booklets of Survey maps, including taking out prints of Survey maps, binding etc. 5] Carrying out planetable Survey of the private/ forest land, along the road upto 30 Mtrs. on either side from the road center.
207
Sr. No.
Item of Work
Unit
1
2
3
15 ]
Preparation of Planetable survey for Buildings. Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 20”. Theodolite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triangulation method and giving details of the structures, such as total area, type of building and distance from all corners taking trial pit 1.5 x 1.5 x 2.00 m. – 2 Nos. per Acre and collection of record from city survey /D.I.L.R. authorities and authontification. the plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia Prints. The contour levels shall be marked at 0.5 Metre intervals. Note: The item includes:
Rate for the year 2012-2013 Completed
Labour
4
5
1] Traversing work with theodolite and steel tape. 2] Levelling Grid work of the terrain. 3] Detailed Engineering Survey and contouring work of the terrain. 4] Plotting work. 5] Collection of Record.
16]
a) For 10 Gunthas to 1 Acre
Acre
3,897.00
1,559.00
b) For Area above 1 Acre.
Acre
3,600.00
1,500.00
Reconnaissance survey including study of survey sheets maps etc. For alignment including 3 dimension or apexes, fixing pegs, chain and com or cross staff survey with L-section and cross section of alignment at every 30 M. or at every change of indiviation which ever is less including fly levels at close of days work, fixing apex and B.M. stones of size 0.15 x 0.15 x 0.60 in 1:2:4 C.C. at every 200 M. and preparation of alignment plan and all type of compliance if required from Department.
Km
15,980.00
6,200.00
208
Sr. No.
Item of Work
Unit
1
2
3
17]
Preparation of detailed Plans and Estimates of road including type in 5 Copies, ammonia prints, with colouring of plans, proper filling, indexing and paging etc.complete and all types of compliance, if required from Department.
18]
Rate for the year 2012-2013 Completed
Labour
4
5
Km
7,111.00
- --
Survey of C.D. works including taking L-Section of Road, Catchment area plan by Traverse method and taking and trial pits of size 1.50 M x 1.50 Mx 1.50 M including preparation of detailed plans and estimates in 5 copies and all types of compliance if required from the Department.
Per No.
6,339.00
1,800.00
19]
Survey of Minor bridge including taking L-Section of nalla existing road two defined, cross sections, one at U/s and at D/s one vergin cross section, one alternate proposed cross section and stream upto sufficient long with chain and com, taking three trial pits of size 2.00 x 2.00 x 3.00 M. collecting samples of bed materials at site for ascertaining the silt factor, unit test, specific gravity from Govt. approved laboratories and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints, site plan and other drawings etc., complete and all types of compliance, if required from department.
Per No.
37,550.00
11,845.00
20]
Survey of Major bridge including taking L-Section of nalla existing road two defined, one of U/s and one at D/s, one alternate proposed cross section and stream upto sufficient length with chain and com, taking one in bed, two on banks, three trial pits of size 2.00 x 2.00 x 3.00 M. collecting samples at site for ascertaining the silt factor, unit test, specific gravity from Govt. approved laboratories (including testing charges) and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints, site plan and other drawings etc., complete and all types of compliance, if required from department (excluding taking trail bores and contouring) upto 75 mtrs.
R.Mt.
1,050.00
400.00
Note: For additional length increase 10% upto 200 m. and 15% above 200 m.
209
Sr. No.
Item of Work
Unit
1
2
3
21]
Contours survey of stream U/s and D/s of proposed bridge site including levelling, chain and com survey at every 30 M x 30 M. preparing contour map with ammonia prints etc. complete in 5 sets.
22]
23]
Rate for the year 2012-2013 Completed
Labour
4
5
One Sq. Km
56,870.00
29,760.00
Survey of raised causeway including reconnaissance, taking L-section of existing road one defined, one vergin, one alternate proposed cross section and stream upto sufficient lengths with chain and com taking two trial pits of size, ascertaining silt factor and preparation of detailed survey data, submission of the project duly typed colouring of the ammonia prints, site plan and other drawing etc. complete and all types of compliance, if required from department.
Per No.
19,695.00
8,600.00
Prepratation of detailed plans and estimates of Raise causeway on the basis of the approved detailed survey data by competent authority including typing in 5 copies ammonia prints, site plan other drawings with colouring of plans, proper filling, indexing and paging, etc. complete and all types of compliance if required from department.
One No.
4,864.00
---
II) SURVEY OF MEDIUM C.D. WORKS 1]
Complete survey of stream having catchment area upto 1 sq. mile including catchment survey taking necessary L.S./C.S. and other details etc. complete.
No.
2,680.00
1,100.00
2]
Complete survey of stream having catchment area above 1 sq.mile and upto 5 sq.miles including taking necessary L.S./C.S. and other details etc. complete in all respects.
No.
6,885.00
3,200.00
210
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
III) SURVEY OF MAJOR STREAMS 1]
Reconnaissance survey of alignment in plain country for approaches to the bridge including taking three dimensions of apexes. (without chaining)
Km
814.00
417.00
2]
Fly levelling for carrying out bench mark.
Km
460.00
200.00
3]
Detailed survey of approaches including chaining and levelling inclusive of chain and com survey along bridge alignment and approaches including closing each days work.
Km
1,699.00
1,111.00
4]
Taking longitudinal section of streams extending upstream and down stream side of the bridge site, requisite number of cross section of the street on either sides block contouring and other details etc. complete. (Length of L.S. and C.S. for contouring to be worked out)
Km
1,869.00
1,220.00
5]
Demarcation of right of way (ROW) as per design using total station including calculation of coordinates of 30 meter internal on both sides of road.
Km
5,430.00
1,026.00
6]
Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps, area calculation, preparation of proposal, printing, binding etc. complete and submission of 5 sets more ever liaison and co-ordination with Revenue authorities with compliance if any until finalisation of a ward.
Km
2,018.00
---
211
Sr. No.
Item of Work
Unit
1
2
3
7]
8]
9]
Rate for the year 2012-2013 Completed
Labour
4
5
t measurement of the alignment by the P.W.D. and department of land records liaison and co-ordination. a) For New alignment
Km
6,962.00
1,750.00
b) For existing alignment
Km
5,810.00
1,170.00
a] Plain Terrain New alignment
Km
18,206.00
6,000.00
b] Plain Terrain Existing alignment
Km
19,500.00
6,030.00
c] Hilly Terrain
Km
22,195.00
7,030.00
Demarcation of road boundary (ROW) on both sides of road including fixing RCC 1:2:4 boundary stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 50 meter intervals etc. complete
Km
29,880.00
5,490.00
Carrying out detailed topographic survey by using total station along the existing or new road in Hilly or plain terrain including taking L-section and cross section at minimum every 30 meter c/c for plain terrain and 10 meter c/c for hilly terrain or as specified by Engineer in charge and for 30m. width of road way taking minimum 10 spot level per cross section, spot or as detected by Engineer in charge considering
212
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
F) TAKING 100 MM DIA TRIAL BORES FOR ASCERTAINING STRATA Note: The following rates (Item No.1 & 2) are approved by the Chief Engineer (Mechanical), Water Resources Department, Nashik for 20102011 1]
Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work) preserving the loose samples in glass jar and core samples seriall on site of work and conveying the same to H.Q. of concerning office as directed.
a)
0 to 50 metre (Page No.20, Item No.22.1)
2]
Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel bootsan and such other materials as required (including conveying the materials to the site of work) and preserving the core samples serially duly marking and maintain the footage on site of work and conveying the same to H.Q. of the concerned office as directed.
a
Rmt
880.00
-
Quartzite with diamond drill with Bx Bit i] 0 to 50 metre (Page No.20, Item No.22.3)
Rmt
2,940.00
--
b
Quartzite with diamond drill with Ax Bit i] 0 to 50 metre (Page No.20, Item No.22.4)
Rmt
2,435.00
--
c
Other rock with diamond drill 0 to 50 metres ((Page No.21, Item No.22.5)
Rmt
1,980.00
213
Rate for the year 2012-2013
Sr. No.
Item of Work
Unit
1
2
3
3]
Providing tun tappa core boxes of jungle wood of size 1.25mx0.35mx0.15m for preserving core samples with all fixtures and fastening handles including locking arrangement etc. complete.
No.
2,229.00
4]
Providing and maintaining temporary platform at bore location in river bed in upto 1 mtrs.of standing water of size 3.50X4.00 m by using sand bags in layers for platform including all required materials, labours etc. complete
No.
7,022.00
5]
Providing and maintaining temporary platform for errecting boring machine in river bed to the depth of standing water _______ mtrs of size 3.50 m X 4.00 m by using 20 Nos. of M.S. empty barrels in M.S. Frame made up to M.S. angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 3.50X4.00X0.03m size including supplying of nylon rope 24mm size for anchoring platform include age platform and engaging a labour etc. complete. a) 1 M. to 2 M
No.
11,278.00
b) 2 M. and above
No.
12,762.00
6]
Providing and maintaining temporary platform for inspection from one bank to another bank or bore location in river bed in all depth of standing water of size 1.3X2.0m by using 4 M.S. empty barrels in M.S. Frame made up of M.S. Angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 1.3X2X0.003 m size including supplying of Nylon rope 24 mm size & 300 mm length for movement of platform Engaging a labour on inspection days etc. complete.
No.
10,100.00
7]
Conveying the boring machine and engine and all its accessories etc. to the site of work and back including loading unloading etc. complete. Rate mechanical. (Page No.11, Item No.11.1 (Mech D.S.R.2010-11) t5 Tons capacity of Truck)
Km
45.00
214
Completed
Labour
4
5
Sr. No.
Item of Work
Unit
1
2
3
Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. Note: Distance to be measured from the station of boring machine, engine, etc. of District head quarters to site of work (by short rout).
Per Shift
8]
Rate for the year 2012-2013 Completed
Labour
4
5
3,374.00
3,374.00
G. SURVEY SCHEDULE OF RATES FOR THE YEAR 2012-2013 1]
Preparing land plans and land schedule Including carrying out plane table survey for Private / Forest land or both side of road in Rural and Urban areas. The work of plotting and certificate from T.I.L.R. or other authorities shall be obtained for correctness of prepared plans. Tracing and taking out prints and preparing the requisite booklets duly bounds and printing with all materials etc. Three land plan booklets along with original tracing shall be supplied including procurement of village Maps/ Forest land plans from concern authorities. Note: The item plane table includes following points. 1] Carrying out plane table survey. 2] Plotting of duly surveyed area. 3] Collection of data from T.I.L.R.Authorities and verification of survey maps by T.I.L.R. Authorities. 4] Preparing three booklets of survey maps, including taking out prints of survey maps, binding, etc. 5] Carrying out plane table survey of the Private/ Forest land along the road upto 30 mtrs. on either side from the road center.
215
Km
20,286.00
-
Sr. No.
Item of Work
Unit
1
2
3
Providing in actual services for the preparation of record of rights change of title in the name of MORT & H, New Delhi including collection of notification u/s 3(D) as per national highway Act 1956 (48 of 1956). Award copy, t measurement plan, land schedule as per t measurement, possession receipt, land revenue reduction order from competent. Authority for preparation of kami-jast Patrak (K.J.P.) from T.I.L.R. conducting meeting, with T.I.L.R. staff. Site inspection if required and preparing kami-jast Patrak from T.I.L.R. and submitted to competent authority along with t measurement sheet, land schedule. According KJP which is prepared by T.I.L.R. submitted to Sub-Divisional Magistrate for taking order of land revenue reduction order and preparation of the form No.6 (Order of form No.6) submitted to Circle, Talathi to prepare the 7/12 extracts in the name of acquiring Authority i.e. Director General, MORT & H, New Delhi for all villages coming in the length.
Km
2]
Item includes following activities :i) Consulting all T.I.L.R. Offices (Taluka) investigation and Land Record Office. ii) Consulting Competent Authorities Office at District Level. iii) Total length coered. iv) Village Included v) Office of Sub-Divisional Magistrate @ City Survey Office. vi) Circle Office and Talathi Office for all vilages. vii) Period for completion of this process - Six Month.
216
Rate for the year 2012-2013 Completed
Labour
4
5
31,370.00
-
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
4,916.00
-
NEW ITEMS 3
Geometrical desigon of road horizontal and vertical curves at design speed specified by IRC including carrying out trial for optimization of civil cost minimizing land acquisition and maximum use of existing facility and preparation of widening arrangement drawing for existing structures stake out date for horizontal alignment and working levels including super elevation effect etc. complete.
Km.
4
Transferring and staking out desigon coordinates of base line on ground using nails for existing road surfaces and survey pegs for new alignments including stacking out co-ordinates for horizontal curves at required interval of 50 meters etc. complete (extra line such as rights of way median edges to toe line not included)
Km.
7,402.00
5
Preparation of roadway drawing (plan and profile) on computerusing Auto CAD at required scale showing all topo future and proposed construction details such as carriage way median service road, toe lines, retaining walls, cross drainage works, major structures including indexing, level tables, legend, basic information of project and design details etc. complete.
Km.
2,983.00
6
Preparation of Engineering drawing as strip plan, widening scheme, index / key map, typical cross-section, retaining walls, road, furniture, general arrangement drawings for bus bays / truck lay-bays / rest areas / toll plaza / booths and type drawing of pipe / slab drains etc. on computer using Auto CAD.
Km.
3,539.00
217
-
Rate for the year 2012-2013
Sr. No.
Item of Work
Unit
1
2
3
7
Survey of C. D. works including taking L-section of road, catchment area plan by Traverse method and taking and trial pits of size 1.50 M X 1.50 M X 1.50 M including priperation of detailed plans and estimates in 5 copies and all types of compliance if required from the department.
No.
5,897.00
-
8
Desigon of junctions including detail layout of traffic signs, infrmatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete.
Km.
14,748.00
-
9
Preperation of Initial design of flyovers with preparimg General Arrangement drawing with dimensions. Grade of concrete etc. complete and preparation of rough estimate for all components of bridge. Including supplying four copies of colored drawings and copy of drawing on C.D. (excluding geotechnical and structural design part).
Km.
531.00
-
10
Preparation of Draft / Final Report co mprising of technical, financial / economic feacibility and environmental aspects of the project including executive summary and detailed chapters on necessity and introduction of project existing and future traffic, design philosophy scope of work, summary of available cost estimates justification for rates adopted ,key points of execution, salient features of the project , location of toll plaza, toll rate / policy to be adopted and specification of major construction items etc. in 8 copies having attractive cover and binding as directed by engineer in charge etc. complete.
Km.
1,88,848.00
-
218
Completed
Labour
4
5
STATEMENT A-1 BASIC RATES OF MATERIALS FOR 2012-13 SR. NO. 1
DESCRIPTION 2
UNIT
RATE IN RS. FOR 2,012-13
3
4.00
1
Cement
M.T.
6,400.00
2
H.Y.Steel
M.T.
50,350.00
3
Mild Steel
M.T.
49,000.00
4
Structural Steel
M.T.
51,000.00
5
Tubular Steel
M.T.
56,000.00
6
TMT FE - 500
M.T.
51,600.00
7
High Tensile Steel ( for prestressed)
M.T.
79,500.00
8
Bitumen VG 10 (Bulk) (80/100)
M.T.
47,142.00
9
Bitumen VG 30 (Bulk) (60/70)
M.T.
48,172.00
10
Bitumen VG 40 (Bulk) (30/40)
M.T.
51,545.00
11
Bitumen VG 30 (Packed) (60/70)
M.T.
52,162.00
12
Bitumen VG 10 (Packed) (80/100)
M.T.
51,132.00
13
Bitumen VG 40 (Packed) (30/40)
M.T.
55,535.00
14
Sand - Natural
Cu.Mt.
650.00
15
Sand - Crushed
Cu.Mt.
600.00
16
Bricks II Class
1,000 Nos.
5,250.00
17
Fly Ash Brick size 230*100*80 mm
1,000 Nos.
6,600.00
18
Fly Ash Brick size 230*150*80 mm
1,000 Nos.
8,000.00
19
Rubble stone Blasted
Cu.Mt.
260.00
20
Aggregate 60 mm Blasted (Hand Broken)
Cu.Mt.
300.00
21
Aggregate 40 mm (Hand Broken) Blasted.
Cu.Mt.
310.00
22
Aggregate above 25 mm and upto 40mm Crushed40 mm (Hand Broken) Blasted.
Cu.Mt.
460.00
23
Aggregate 25 mm
Cu.Mt.
500.00
24
Aggregate 20 mm
Cu.Mt.
510.00
219
Item of Work
Unit
2
3
4
1
A) REQUIREMENT OF LABOUR FOR UNIT WORK I) ROAD SURVEY 1)
Reconnaissance survey of alignment in plain and hilly country including taking dimensions of apexes ascertaining type of land etc. complete (without chaining)
Day
4 Nos.
2)
- do – (with chaining)
Day
7 Nos.
3)
Levelling
Day
3 Nos.
4)
Chain and com or cross staff survey
Day
6 Nos.
II) STREAM SURVEY 1)
Catchment area survey up to 100 acres with chain and com. (Traverse survey)
Day
2 Nos.
2]
-do- on village map upto 10 acres by visualisation without chain and com.
Day
2 Nos.
3]
Levelling for countering of sections of longitudinal sections of streams including chain and com survey and other details of stream.
Day
9 Nos.
4]
Chain and com or cross staff survey.
Day
6 Nos.
1] Plain 1 Tin of 100 M.L.
Km.
2 Tins
2] Chunnam loose
Km.
2 Kgs.
3] Pegs
Km.
65 Nos.
4] Kerosin Oil
Month
6 Litres
5] Tourch Cell (1 ½ V)
Month
3 Cells
B) REQUIREMENT OF MATERIALS ON UNIT BASIS
C) UNIT OUTTURN PER DAY Survey party consisting of 2 or 3 overseers and 1 Attendent for item to 10 under. 1] Roads and Item 1 to 6 under 2] Streams
203
Sr. No. 1
Item of Work
Unit
2
3
4
I] ROADS 1]
Reconnaissance survey of alignment a road in plain country including taking 3 dimensions of apexes indicating type of land etc. alongwith alignment and verification of serial Nos. (without chaining)
Day
2 Kms.
2]
- do – (with chaining)
Day
1.50 Kms.
3]
Reconnaissance survey of a road alignment for new hilly road country (without chaining).
Day
1.50 Kms.
4]
- do – including taking 3 dimensions of apexes indicating type of land and verification of survey No. (with chaining)
Day
1.00 Km.
5]
Reconnaissance survey of a alignment of a road in hilly country utilizing existing forest trackes. (without chaining)
Day
1.50 Kms.
6]
Reconnaissance survey of a alignment of a road in hilly country utilizing existing dimensions of apexes indicating type of land etc. along the alignment and verification of survey No. etc. (with chaining)
Day
1.00 Km.
7]
Detailed survey of road in plain country including chaining (with cross sections at every 2 chain) and closing of survey each day.
Day
1.50 Kms.
8]
Detailed survey in plain country (along earthwork one including chaining with cross section at every 2 chain and closing survey at close of day.
Day
0.75 Km.
9]
Detailed survey for a new hilly road for along utilizing existing forest track (without cross sec.) but inclusive of closing survey each day.
Day
0.50 Km.
10]
Taking cross section for a road in hilly country along the alignment including chaining leveling and closing of survey of the close of day. (Note : Length should be worked out on the No. and actual length of cross sec. Taken.)
Day
0.40 Km.
II] STREAM 1]
Longitudinal and cross section of stream complete with leveling and chaining including closing survey at the end of work
Day
1.50 Kms.
2]
Purely fly leveling (if required) (To and From)
Day
5 Kms.
3]
Finding out of catchment area with traverse survey upto 100 acres not traceable on toposheet (and upto 1 sq.mile on site)
Day
3 Nos.
4]
Finding out of catchment area with traverse survey above 100 acres not traceable on toposheet (and upto 1 sq.mile on site)
Day
2 Nos.
5]
Fixing chain and apex stones along the road (on an average 4 to 5 chain stones and 5 to 6 apex stones in a length of 1 km.) for unit labour
Day
0.75 Kms.
204
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
D) LABOUR COST FOR VARIOUS ITEMS OF SURVEY 1]
Fixing chainage Stone/BM / Center line stone/ Appex stones in earth and all sorts of soil and soft murum including conveying excavation fixing stone and back filling etc. complete.
No.
62.00
62.00
2]
Taking the trial pit for roads, alignment, C.D.works in earth soil of all sorts sand,gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto depth 1.5 metres. (Manual)
Cu.Mt.
117.00
117.00
2A]
Taking the trial pit for roads, alignement,C.D.works in earth soil of all sorts sand, gravel or soft murum including stacking the excavated including all lifts and necessary back filling upto 3.00 meters depth. (Manual)
Cu.Mt.
145.00
145.00
3]
-do- in hard murum upto 1.5 metre depth. (Manual)
Cu.Mt.
210.00
210.00
–do- upto 3 metre depth. (Manual)
Cu.Mt.
230.00
230.00
-do- in hard murum and boulders 1.5 metre depth. (Manual)
Cu.Mt.
250.00
250.00
–do- upto 3 metre depth. (Manual)
Cu.Mt.
270.00
270.00
100 Nos
83.00
83.00
3A] 4]
4A] 5]
Fixing survey pegs in earth soil of all sorts, sand, gravel or soft murum etc. complete
E) RATES OF COMPLETED ITEMS INVOLVED DURING SURVEY I] SURVEY ITEMS 1]
Reconnaissance survey of road alignment in plain country including taking 3 dimensions of apexes including verification of type of land etc. along the alignment etc. complete (without chaining)
Km
858.00
417.00
2]
-do- (with chaining)
Km
1,699.00
1,111.00
205
Sr. No.
Item of Work
Unit
1
2
3
3]
Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete. (without chaining)
4]
Rate for the year 2012-2013 Completed
Labour
4
5
Km
2,069.00
1,481.00
Reconnaissance survey of a alignment for new hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary ) taking three dimensions of apexes including verification of type of land etc. complete. (with chaining)
Km
2,628.00
1,667.00
5]
Reconnaissance survey of road alignment in hilly road utilizing existing forest cart tracks with use of Ghat Tracer (if found necessary) taking three dimension of apexes including verification of type of land etc. complete (without chaining)
Km
1,144.00
556.00
6]
–do- (with chaining)
Km
2,549.00
1,667.00
7]
Detailed survey of roads in plain country including chaining and leveling with cross section at every two chains inclusive of closing survey each day .
Km
2,666.00
1,852.00
8]
Detailed survey of road length where earthwork is party done including chaining and leveling with cross section at every two chain and closing survey each day.
Km
2,516.00
889.00
9]
Detailed survey of road through hilly country taking cross section at every chain or as per desired including chaining leveling and closing survey each day
Km
4,789.00
1,389.00
10]
–do- utilizing existing forest tracks
Km
3,592.00
1,042.00
11]
Providing and fixing wooden survey pegs at 15m Center to Center including white washing etc. complete.
382.00
40.00
206
Per Km.
Sr. No.
Item of Work
Unit
1
2
3
12]
Carrying out Catchment area traverse survey of minor stream (not traceable in toposheet) below 100 acres
13]
14]
Rate for the year 2012-2013 Completed
Labour
4
5
Per No.
768.00
280.00
Cutting down branches trees, bushes etc. stacking the material neatly as directed. (for Jeepable road)
Per Km.
7,320.00
7,320.00
Preparation of Land Plans for Land Aquisition (Road Work) Preparing land plans and land Schedule including carrying out planetable survey for private / Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from D.I.L.R. or other authorities shall be obtained for correctness of prepared plans, tracing and taking out prints and preparing the requisite booklets duly bound and printing with all materials etc. Three land plan booklets in prescribed form alongwith original tracing shall be supplied including procurement of village maps/ forest land plans from concerned Authorities.
Per Km.
20,120.00
5,950.00
Note: The item planetable includes following points. 1] Carrying plane table Survey. 2] Plotting of duly surveyed area. 3] Collection of data from D.I.L.R. Authorities and verification of survey maps by D.I.L.R. Authorities. 4] Preparing three Booklets of Survey maps, including taking out prints of Survey maps, binding etc. 5] Carrying out planetable Survey of the private/ forest land, along the road upto 30 Mtrs. on either side from the road center.
207
Sr. No.
Item of Work
Unit
1
2
3
15 ]
Preparation of Planetable survey for Buildings. Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 20”. Theodolite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triangulation method and giving details of the structures, such as total area, type of building and distance from all corners taking trial pit 1.5 x 1.5 x 2.00 m. – 2 Nos. per Acre and collection of record from city survey /D.I.L.R. authorities and authontification. the plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia Prints. The contour levels shall be marked at 0.5 Metre intervals. Note: The item includes:
Rate for the year 2012-2013 Completed
Labour
4
5
1] Traversing work with theodolite and steel tape. 2] Levelling Grid work of the terrain. 3] Detailed Engineering Survey and contouring work of the terrain. 4] Plotting work. 5] Collection of Record.
16]
a) For 10 Gunthas to 1 Acre
Acre
3,897.00
1,559.00
b) For Area above 1 Acre.
Acre
3,600.00
1,500.00
Reconnaissance survey including study of survey sheets maps etc. For alignment including 3 dimension or apexes, fixing pegs, chain and com or cross staff survey with L-section and cross section of alignment at every 30 M. or at every change of indiviation which ever is less including fly levels at close of days work, fixing apex and B.M. stones of size 0.15 x 0.15 x 0.60 in 1:2:4 C.C. at every 200 M. and preparation of alignment plan and all type of compliance if required from Department.
Km
15,980.00
6,200.00
208
Sr. No.
Item of Work
Unit
1
2
3
17]
Preparation of detailed Plans and Estimates of road including type in 5 Copies, ammonia prints, with colouring of plans, proper filling, indexing and paging etc.complete and all types of compliance, if required from Department.
18]
Rate for the year 2012-2013 Completed
Labour
4
5
Km
7,111.00
- --
Survey of C.D. works including taking L-Section of Road, Catchment area plan by Traverse method and taking and trial pits of size 1.50 M x 1.50 Mx 1.50 M including preparation of detailed plans and estimates in 5 copies and all types of compliance if required from the Department.
Per No.
6,339.00
1,800.00
19]
Survey of Minor bridge including taking L-Section of nalla existing road two defined, cross sections, one at U/s and at D/s one vergin cross section, one alternate proposed cross section and stream upto sufficient long with chain and com, taking three trial pits of size 2.00 x 2.00 x 3.00 M. collecting samples of bed materials at site for ascertaining the silt factor, unit test, specific gravity from Govt. approved laboratories and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints, site plan and other drawings etc., complete and all types of compliance, if required from department.
Per No.
37,550.00
11,845.00
20]
Survey of Major bridge including taking L-Section of nalla existing road two defined, one of U/s and one at D/s, one alternate proposed cross section and stream upto sufficient length with chain and com, taking one in bed, two on banks, three trial pits of size 2.00 x 2.00 x 3.00 M. collecting samples at site for ascertaining the silt factor, unit test, specific gravity from Govt. approved laboratories (including testing charges) and preparation of detailed survey data submission of the project duly typed colouring of the ammoia prints, site plan and other drawings etc., complete and all types of compliance, if required from department (excluding taking trail bores and contouring) upto 75 mtrs.
R.Mt.
1,050.00
400.00
Note: For additional length increase 10% upto 200 m. and 15% above 200 m.
209
Sr. No.
Item of Work
Unit
1
2
3
21]
Contours survey of stream U/s and D/s of proposed bridge site including levelling, chain and com survey at every 30 M x 30 M. preparing contour map with ammonia prints etc. complete in 5 sets.
22]
23]
Rate for the year 2012-2013 Completed
Labour
4
5
One Sq. Km
56,870.00
29,760.00
Survey of raised causeway including reconnaissance, taking L-section of existing road one defined, one vergin, one alternate proposed cross section and stream upto sufficient lengths with chain and com taking two trial pits of size, ascertaining silt factor and preparation of detailed survey data, submission of the project duly typed colouring of the ammonia prints, site plan and other drawing etc. complete and all types of compliance, if required from department.
Per No.
19,695.00
8,600.00
Prepratation of detailed plans and estimates of Raise causeway on the basis of the approved detailed survey data by competent authority including typing in 5 copies ammonia prints, site plan other drawings with colouring of plans, proper filling, indexing and paging, etc. complete and all types of compliance if required from department.
One No.
4,864.00
---
II) SURVEY OF MEDIUM C.D. WORKS 1]
Complete survey of stream having catchment area upto 1 sq. mile including catchment survey taking necessary L.S./C.S. and other details etc. complete.
No.
2,680.00
1,100.00
2]
Complete survey of stream having catchment area above 1 sq.mile and upto 5 sq.miles including taking necessary L.S./C.S. and other details etc. complete in all respects.
No.
6,885.00
3,200.00
210
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
III) SURVEY OF MAJOR STREAMS 1]
Reconnaissance survey of alignment in plain country for approaches to the bridge including taking three dimensions of apexes. (without chaining)
Km
814.00
417.00
2]
Fly levelling for carrying out bench mark.
Km
460.00
200.00
3]
Detailed survey of approaches including chaining and levelling inclusive of chain and com survey along bridge alignment and approaches including closing each days work.
Km
1,699.00
1,111.00
4]
Taking longitudinal section of streams extending upstream and down stream side of the bridge site, requisite number of cross section of the street on either sides block contouring and other details etc. complete. (Length of L.S. and C.S. for contouring to be worked out)
Km
1,869.00
1,220.00
5]
Demarcation of right of way (ROW) as per design using total station including calculation of coordinates of 30 meter internal on both sides of road.
Km
5,430.00
1,026.00
6]
Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps, area calculation, preparation of proposal, printing, binding etc. complete and submission of 5 sets more ever liaison and co-ordination with Revenue authorities with compliance if any until finalisation of a ward.
Km
2,018.00
---
211
Sr. No.
Item of Work
Unit
1
2
3
7]
8]
9]
Rate for the year 2012-2013 Completed
Labour
4
5
t measurement of the alignment by the P.W.D. and department of land records liaison and co-ordination. a) For New alignment
Km
6,962.00
1,750.00
b) For existing alignment
Km
5,810.00
1,170.00
a] Plain Terrain New alignment
Km
18,206.00
6,000.00
b] Plain Terrain Existing alignment
Km
19,500.00
6,030.00
c] Hilly Terrain
Km
22,195.00
7,030.00
Demarcation of road boundary (ROW) on both sides of road including fixing RCC 1:2:4 boundary stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 50 meter intervals etc. complete
Km
29,880.00
5,490.00
Carrying out detailed topographic survey by using total station along the existing or new road in Hilly or plain terrain including taking L-section and cross section at minimum every 30 meter c/c for plain terrain and 10 meter c/c for hilly terrain or as specified by Engineer in charge and for 30m. width of road way taking minimum 10 spot level per cross section, spot or as detected by Engineer in charge considering
212
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
F) TAKING 100 MM DIA TRIAL BORES FOR ASCERTAINING STRATA Note: The following rates (Item No.1 & 2) are approved by the Chief Engineer (Mechanical), Water Resources Department, Nashik for 20102011 1]
Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work) preserving the loose samples in glass jar and core samples seriall on site of work and conveying the same to H.Q. of concerning office as directed.
a)
0 to 50 metre (Page No.20, Item No.22.1)
2]
Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel bootsan and such other materials as required (including conveying the materials to the site of work) and preserving the core samples serially duly marking and maintain the footage on site of work and conveying the same to H.Q. of the concerned office as directed.
a
Rmt
880.00
-
Quartzite with diamond drill with Bx Bit i] 0 to 50 metre (Page No.20, Item No.22.3)
Rmt
2,940.00
--
b
Quartzite with diamond drill with Ax Bit i] 0 to 50 metre (Page No.20, Item No.22.4)
Rmt
2,435.00
--
c
Other rock with diamond drill 0 to 50 metres ((Page No.21, Item No.22.5)
Rmt
1,980.00
213
Rate for the year 2012-2013
Sr. No.
Item of Work
Unit
1
2
3
3]
Providing tun tappa core boxes of jungle wood of size 1.25mx0.35mx0.15m for preserving core samples with all fixtures and fastening handles including locking arrangement etc. complete.
No.
2,229.00
4]
Providing and maintaining temporary platform at bore location in river bed in upto 1 mtrs.of standing water of size 3.50X4.00 m by using sand bags in layers for platform including all required materials, labours etc. complete
No.
7,022.00
5]
Providing and maintaining temporary platform for errecting boring machine in river bed to the depth of standing water _______ mtrs of size 3.50 m X 4.00 m by using 20 Nos. of M.S. empty barrels in M.S. Frame made up to M.S. angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 3.50X4.00X0.03m size including supplying of nylon rope 24mm size for anchoring platform include age platform and engaging a labour etc. complete. a) 1 M. to 2 M
No.
11,278.00
b) 2 M. and above
No.
12,762.00
6]
Providing and maintaining temporary platform for inspection from one bank to another bank or bore location in river bed in all depth of standing water of size 1.3X2.0m by using 4 M.S. empty barrels in M.S. Frame made up of M.S. Angle size 50X50X5 mm with fabrication and over it a jungle wood planks platform of size 1.3X2X0.003 m size including supplying of Nylon rope 24 mm size & 300 mm length for movement of platform Engaging a labour on inspection days etc. complete.
No.
10,100.00
7]
Conveying the boring machine and engine and all its accessories etc. to the site of work and back including loading unloading etc. complete. Rate mechanical. (Page No.11, Item No.11.1 (Mech D.S.R.2010-11) t5 Tons capacity of Truck)
Km
45.00
214
Completed
Labour
4
5
Sr. No.
Item of Work
Unit
1
2
3
Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. Note: Distance to be measured from the station of boring machine, engine, etc. of District head quarters to site of work (by short rout).
Per Shift
8]
Rate for the year 2012-2013 Completed
Labour
4
5
3,374.00
3,374.00
G. SURVEY SCHEDULE OF RATES FOR THE YEAR 2012-2013 1]
Preparing land plans and land schedule Including carrying out plane table survey for Private / Forest land or both side of road in Rural and Urban areas. The work of plotting and certificate from T.I.L.R. or other authorities shall be obtained for correctness of prepared plans. Tracing and taking out prints and preparing the requisite booklets duly bounds and printing with all materials etc. Three land plan booklets along with original tracing shall be supplied including procurement of village Maps/ Forest land plans from concern authorities. Note: The item plane table includes following points. 1] Carrying out plane table survey. 2] Plotting of duly surveyed area. 3] Collection of data from T.I.L.R.Authorities and verification of survey maps by T.I.L.R. Authorities. 4] Preparing three booklets of survey maps, including taking out prints of survey maps, binding, etc. 5] Carrying out plane table survey of the Private/ Forest land along the road upto 30 mtrs. on either side from the road center.
215
Km
20,286.00
-
Sr. No.
Item of Work
Unit
1
2
3
Providing in actual services for the preparation of record of rights change of title in the name of MORT & H, New Delhi including collection of notification u/s 3(D) as per national highway Act 1956 (48 of 1956). Award copy, t measurement plan, land schedule as per t measurement, possession receipt, land revenue reduction order from competent. Authority for preparation of kami-jast Patrak (K.J.P.) from T.I.L.R. conducting meeting, with T.I.L.R. staff. Site inspection if required and preparing kami-jast Patrak from T.I.L.R. and submitted to competent authority along with t measurement sheet, land schedule. According KJP which is prepared by T.I.L.R. submitted to Sub-Divisional Magistrate for taking order of land revenue reduction order and preparation of the form No.6 (Order of form No.6) submitted to Circle, Talathi to prepare the 7/12 extracts in the name of acquiring Authority i.e. Director General, MORT & H, New Delhi for all villages coming in the length.
Km
2]
Item includes following activities :i) Consulting all T.I.L.R. Offices (Taluka) investigation and Land Record Office. ii) Consulting Competent Authorities Office at District Level. iii) Total length coered. iv) Village Included v) Office of Sub-Divisional Magistrate @ City Survey Office. vi) Circle Office and Talathi Office for all vilages. vii) Period for completion of this process - Six Month.
216
Rate for the year 2012-2013 Completed
Labour
4
5
31,370.00
-
Sr. No.
Item of Work
Unit
1
2
3
Rate for the year 2012-2013 Completed
Labour
4
5
4,916.00
-
NEW ITEMS 3
Geometrical desigon of road horizontal and vertical curves at design speed specified by IRC including carrying out trial for optimization of civil cost minimizing land acquisition and maximum use of existing facility and preparation of widening arrangement drawing for existing structures stake out date for horizontal alignment and working levels including super elevation effect etc. complete.
Km.
4
Transferring and staking out desigon coordinates of base line on ground using nails for existing road surfaces and survey pegs for new alignments including stacking out co-ordinates for horizontal curves at required interval of 50 meters etc. complete (extra line such as rights of way median edges to toe line not included)
Km.
7,402.00
5
Preparation of roadway drawing (plan and profile) on computerusing Auto CAD at required scale showing all topo future and proposed construction details such as carriage way median service road, toe lines, retaining walls, cross drainage works, major structures including indexing, level tables, legend, basic information of project and design details etc. complete.
Km.
2,983.00
6
Preparation of Engineering drawing as strip plan, widening scheme, index / key map, typical cross-section, retaining walls, road, furniture, general arrangement drawings for bus bays / truck lay-bays / rest areas / toll plaza / booths and type drawing of pipe / slab drains etc. on computer using Auto CAD.
Km.
3,539.00
217
-
Rate for the year 2012-2013
Sr. No.
Item of Work
Unit
1
2
3
7
Survey of C. D. works including taking L-section of road, catchment area plan by Traverse method and taking and trial pits of size 1.50 M X 1.50 M X 1.50 M including priperation of detailed plans and estimates in 5 copies and all types of compliance if required from the department.
No.
5,897.00
-
8
Desigon of junctions including detail layout of traffic signs, infrmatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete.
Km.
14,748.00
-
9
Preperation of Initial design of flyovers with preparimg General Arrangement drawing with dimensions. Grade of concrete etc. complete and preparation of rough estimate for all components of bridge. Including supplying four copies of colored drawings and copy of drawing on C.D. (excluding geotechnical and structural design part).
Km.
531.00
-
10
Preparation of Draft / Final Report co mprising of technical, financial / economic feacibility and environmental aspects of the project including executive summary and detailed chapters on necessity and introduction of project existing and future traffic, design philosophy scope of work, summary of available cost estimates justification for rates adopted ,key points of execution, salient features of the project , location of toll plaza, toll rate / policy to be adopted and specification of major construction items etc. in 8 copies having attractive cover and binding as directed by engineer in charge etc. complete.
Km.
1,88,848.00
-
218
Completed
Labour
4
5
STATEMENT A-1 BASIC RATES OF MATERIALS FOR 2012-13 SR. NO. 1
DESCRIPTION 2
UNIT
RATE IN RS. FOR 2,012-13
3
4.00
1
Cement
M.T.
6,400.00
2
H.Y.Steel
M.T.
50,350.00
3
Mild Steel
M.T.
49,000.00
4
Structural Steel
M.T.
51,000.00
5
Tubular Steel
M.T.
56,000.00
6
TMT FE - 500
M.T.
51,600.00
7
High Tensile Steel ( for prestressed)
M.T.
79,500.00
8
Bitumen VG 10 (Bulk) (80/100)
M.T.
47,142.00
9
Bitumen VG 30 (Bulk) (60/70)
M.T.
48,172.00
10
Bitumen VG 40 (Bulk) (30/40)
M.T.
51,545.00
11
Bitumen VG 30 (Packed) (60/70)
M.T.
52,162.00
12
Bitumen VG 10 (Packed) (80/100)
M.T.
51,132.00
13
Bitumen VG 40 (Packed) (30/40)
M.T.
55,535.00
14
Sand - Natural
Cu.Mt.
650.00
15
Sand - Crushed
Cu.Mt.
600.00
16
Bricks II Class
1,000 Nos.
5,250.00
17
Fly Ash Brick size 230*100*80 mm
1,000 Nos.
6,600.00
18
Fly Ash Brick size 230*150*80 mm
1,000 Nos.
8,000.00
19
Rubble stone Blasted
Cu.Mt.
260.00
20
Aggregate 60 mm Blasted (Hand Broken)
Cu.Mt.
300.00
21
Aggregate 40 mm (Hand Broken) Blasted.
Cu.Mt.
310.00
22
Aggregate above 25 mm and upto 40mm Crushed40 mm (Hand Broken) Blasted.
Cu.Mt.
460.00
23
Aggregate 25 mm
Cu.Mt.
500.00
24
Aggregate 20 mm
Cu.Mt.
510.00
219
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