Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mgsy/24-25/bhagalpur/05 in Patna, Bihar, with an estimated contract value of Rs. 6,01,26,658. The bid opening date for this tender is 01-05-2025 and the last date for bid submission is 09-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is partially found as Assessed Available Bid capacity = ANMB, where AM is the Maximum value of civil engineering works executed in any one year during the last five financial years, updated to the price level of the current financial year. However, the full formula is not specified.
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor or subcontractor in construction works of similar nature and value. The bidder should have completed works with a total monetary value of turnover and civil construction works performed for each of the last five years. The value of the similar works completed should be mentioned. However, a specific percentage for the value of similar works is not mentioned, except that proposals for subcontracting components of the construction of road/bridge should not exceed 25% of the contract price.
Costs
EMD
₹ 12,02,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140518_1Bid Award Id
ViewTender No
MGSY/24-25/Bhagalpur/05Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
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I. Ordinary Soil
-
-
-
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i) Upto 3m depth
347.87
412
143426.8
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
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II. PCC Grade M-15 (Levelling Course for Pile Cap)
18.82
6043
113741.12
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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
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Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
239.61
6722
1610679.98
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
372
15346
5708920.32
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Supplying, fitting and placing TMT bar (Fe500) reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
55.78
70811
3949848.74
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Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth @ Rs. 5526.00 for each Island.)
1
46954
46954.38
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Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road.
34.22
4015
137425.47
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
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1.2 m Dia Pile
1
150000
150000
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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
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1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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SUBSTRUCTURE
-
-
-
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
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RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
-
-
-
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
150.12
7039
1056724.7
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
12.77
7127
91013.83
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
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RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
-
-
-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
5.75
7219
41510
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Supplying, fitting and placing TMT bar (Fe500D) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
20.72
71026
1471678.2
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
320760
-
279061.2
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
132
139
18454.92
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
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I) Sandy Material
156.5
945
147892.5
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Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
85.24
3116
265680.29
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SUPERSTRUCTURE
-
-
-
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
122.4
8028
982671.26
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
20.75
72670
1507919.52
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
23.68
14884
352472.06
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
84.2
3481
293143.98
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
16
982
15721.76
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P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
5875
42068.44
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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
11846
201029.34
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
12603
319502.78
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PROTECTION WORK
-
-
-
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Excavation for Structures
-
-
-
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
476.4
3233
1540529.92
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
134.99
3108
419628.56
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E. APPROCH ROAD
-
-
-
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Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.05
73254
3662.72
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
2894
283
821693.42
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
158.25
287
45449.4
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Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
165.24
2845
470173.9
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WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
57.38
4070
233548.65
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Prime Coat (Low porosity)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
765
53
41103.45
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1530
18
28320.3
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Providing and laying Bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
38.25
9658
369435.33
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
19.13
12065
230820.09
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Informatiry Sign Board
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
11102
33306.27
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
40
774
30995.6
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Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
269
618
166242
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
1125
283
319421.25
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Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
42.19
2845
120047.43
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
15
7543
113149.5
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LABOUR CESS 1%
1
241600
241600.69
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SEIGNOIRAGE FEE 10%
1
222918
222918.76
... More
GST 18%
1
4432425
4432425.99
... More
Total Cost for 1st Year Maintenance Work
1
20467
20467
... More
Total Cost for 2nd Year Maintenance Works
1
23490
23490
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Total Cost for 3rd Year Maintenance Works
1
26903
26903
... More
Total Cost for 4th Year Maintenance Works
1
30057
30057
... More
Total Cost for 5th Year Maintenance Works
1
33210
33210
... More
LABOUR CESS 1%
1
1341
1341.27
... More
SEIGNOIRAGE FEE 10%
1
36660
36660.28
... More
GST 18%
1
30983
30983.14
... More
Asarganj RCD road to deodha
-
-
-
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FOUNDATION
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
470.87
412
194140.08
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
(ii) PCC Grade M15
14.58
6040
88072.81
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
13.99
6047
84611.1
... More
R.C.C. grade M 30 in Open Foundation complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
281
7334
2060934.5
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
414
15433
6389377.98
... More
Providing steel liner 10 mm thick for curbs and 6mm
thick for steining of wells including fabricating and
setting out as per detailed drawing
8.28
88016
728776.13
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
76.1
70792
5387394.32
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
1.2 m Dia Pile
1
150000
150000
... More
b) Routine pile load test on pile for 1.5 times the designload specified in Drawings
1.2 m Dia Pile (2% of piles in total).
1
125000
125000
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
1.2 m Dia Pile (2% of piles in total) .
1
150000
150000
... More
SUB-STRUCTURE
-
-
-
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
R.C.C. Grade M-30
160.78
7033
1130928.51
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
17.53
71008
1245052.69
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
74
139
10345.09
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
9600
-
8331.17
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
12
48594
583133.18
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SUPER-STRUCTURE
-
-
-
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R.C.C. grade M 30 in Super Structure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
-
-
-
... More
RCC M-30
107.97
8023
866219.04
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
17.5
72652
1271270.4
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
16.95
14959
253627.13
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
68.48
3493
239214.04
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
14
982
13756.6
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211.
8.82
5872
51796.77
... More
Reinforced Cement Concrete M 30 grade apporach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 & 1211.
17.64
11839
208849.56
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.2
12603
317612.35
... More
PROTECTION WORK
-
-
-
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
94.21
3233
304646.34
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
163.2
3220
525562.1
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
146.13
2309
337473.35
... More
Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
60
2252
135120
... More
SUB HEAD : PREPARATORY WORKS ,SITE CLEARANCE , DISMANTLING
-
-
-
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.05
73254
3516.21
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
810
283
229984.92
... More
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
196.5
287
56435.66
... More
Sub Head : PAVEMENT LAYERS - GSB & WBM ITEMS
-
-
-
... More
Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
165.24
2846
470421.76
... More
WBM Grading 3 (By Manual Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
114.75
4094
469900.07
... More
SUB HEAD : BITUMINOUS ITEMS
-
-
-
... More
Prime Coat (Low porosity)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
765
53
41129.98
... More
Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
765
18
14169.67
... More
bituminous macadam
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
38.25
9661
369543.21
... More
Semi Dense Bituminous Concrete
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
19.13
12070
230846.63
... More
Informatiry Sign Board
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
6
11314
67885.55
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
40
778
31134
... More
Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
269
618
166242
... More
SUB HEAD : DIVERSION
-
-
-
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
900
283
255538.8
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
33.75
2846
96082.88
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
20
7545
150906.21
... More
LABOUR CESS 1%
1
255149
255149.83
... More
SEIGNOIRAGE FEE 10%
1
215564
215564.32
... More
GST 18%
1
4677425
4677425.44
... More
Total Cost for 1st Year Maintenance Work
1
20517
20517
... More
Total Cost for 2nd Year Maintenance Works
1
23540
23540
... More
Total Cost for 3rd Year Maintenance Works
1
26953
26953
... More
Total Cost for 4th Year Maintenance Works
1
30107
30107
... More
Total Cost for 5th Year Maintenance Works
1
33260
33260
... More
LABOUR CESS 1%
1
1343
1343.77
... More
SEIGNOIRAGE FEE 10%
1
36660
36660.28
... More
GST 18%
1
31028
31028.59
Evaluation Notes How It Works ?
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