Rural Works Department Tender
... More
The Rural Works Department has issued a formal invitation for competitive bids for Rural Road/bridge Construction And 05 Year Routine
μαιντεναnce Under Mukhyamantri in Jehanabad, Bihar, with an estimated contract value of Rs. 10,32,68,611. The bid opening date for this tender is 30-04-2025 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.
Costs
EMD
₹ 20,33,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rural Road/bridge Construction And 05 Year Routine μαιντεναnce Under Mukhyamantri
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RWD_140476_1Bid Award Id
ViewTender No
MGSY/24-25/Jehanabad/03Tender 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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Miscellaneous Work
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-
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RCC M-35
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-
-
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FOUNDATION
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-
-
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RCC M-30
-
-
-
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Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
42.25
167
7083.64
... More
SEIGNOIRAGE FEE
1
395091
395091.97
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
28.66
68480
1962656.58
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
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Total Cost for 1st Year Maintenance Work
1
49583
49583
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Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
33.8
167
5666.91
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i) Upto 3m depth
855.6
412
352763.88
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1) Grading I -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.
87.17
1808
157649.56
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Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
465.42
5980
2783639.79
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
312
7063
2203771.44
... 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 .
4988.06
245
1225267.06
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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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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
Total Cost for 3rd Year Maintenance Works
1
91560
91560
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1% LABOUR CESS
1
3551
3551.81
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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.
1408.7
248
350639.52
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FOUNDATION
-
-
-
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
700
13911
9737861
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
103.08
68267
7037013.9
... More
RCC M-30
-
-
-
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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.
4
9774
39098.4
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Total Cost for 2nd Year Maintenance Works
1
59702
59702
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Total Cost for 4th Year Maintenance Works
1
73983
73983
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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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Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
33.99
68480
2327658.65
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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
-
-
-
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
385.55
5919
2282124.43
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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
172.54
6213
1072091.09
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II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
850
13911
11824545.5
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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
2
83629
167259.18
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DIVERSION
-
-
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
188.88
2988
564462.21
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900 mm equilateral & triangle
2
5790
11580.3
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
523.03
2781
1454562.12
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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
0.24
73254
17581.05
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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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SEIGNOIRAGE FEE
1
1021
1021.1
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
73.52
2485
182731.02
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1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
I) Sandy Material
183.54
2059
378018.98
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
32
5080
162580.16
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
900 mm side octagon
2
9110
18221.26
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GSB (G-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.
130.83
1808
236609.98
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I. Ordinary Soil
-
-
-
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I. Ordinary Soil
-
-
-
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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
81.16
4058
329391.11
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
240.32
2988
718189.11
... More
18% GST
1
83670
83670.7
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-25)
108.1
5754
622088.48
... 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
137.5
1660
228331.13
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II. PCC Grade M-15 (Levelling Course for Pile Cap)
30.25
4875
147488.41
... More
Providing and laying filter media with granular crushed aggregates 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
36
2742
98728.2
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Construction Of RCC H.L. Bridge In Jai Bigha To Patiywan Road
-
-
-
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
1% LABOUR CESS
1
4589
4589.73
... More
RCC M-35
-
-
-
... More
SEIGNOIRAGE FEE
1
386401
386401.54
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and techni
80
166
13281.6
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
36.52
4875
178058.74
... 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 .
1598.3
245
392606.41
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
33.8
454
15356.02
... More
SUPERSTRUCTURE
-
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7184
215544.6
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
63
6355
400373.19
... More
Providing and laying filter media with granular crushed aggregates 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
100.7
2742
276164.72
... 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.
80
778
62268
... More
Total Cost for 2nd Year Maintenance Works
1
53385
53385
... More
WBM Grading 2:- 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 2 as per Technical Specification Clause 405.
124.65
3506
437127.61
... 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
50.09
11377
569906.99
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
51.72
6355
328687.32
... More
APPROCH ROAD
-
-
-
... More
PRIME COAT:- 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1662
54
91011.12
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... 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
156
166
25899.12
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
980.25
18
18477.71
... More
PROTECTION WORK
-
-
-
... More
18% GST
1
64755
64755.71
... More
Total Cost for 5th Year Maintenance Works
1
143391
143391
... 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
-
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
900 mm equilateral & triangle
2
5790
11580.3
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
GSB (G-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.
222.87
1808
403067.08
... More
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.
4
9774
39098.4
... More
Dismantling of Existing Structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
296.7
1654
490955.42
... More
18% GST
1
8234682
8234682.25
... 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.
272129.4
-
236752.58
... More
SEIGNOIRAGE FEE
1
1274
1274.47
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
100
1000
100000
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
18% GST
1
7369513
7369513.54
... More
H.L. BRIDGE WORK
-
-
-
... More
SUPERSTRUCTURE
-
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7184
215544.6
... More
Miscellaneous Work
-
-
-
... 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.
362839.2
-
315670.1
... More
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
4875
34909.65
... More
Providing and laying filter media with granular crushed aggregates 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
109.38
2742
299969.18
... 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.)
33.8
12600
425908.39
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
125
1000
125000
... 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.
44
778
34247.4
... 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
156
166
25899.12
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
48.32
68693
3319256.87
... More
Total Cost for 4th Year Maintenance Works
1
61240
61240
... More
I) Sandy Material
198.71
2059
409263.12
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
500.54
116
58312.91
... More
PROTECTION WORK
-
-
-
... 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
160
3178
508500.8
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
H.L. BRIDGE WORK
-
-
-
... More
Total Cost for 3rd Year Maintenance Works
1
129109
129109
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
125.12
68267
8541629.6
... More
MISCELLANEOUS
-
-
-
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
5080
121935.12
... More
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.
802.33
248
199707.96
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
42.25
454
19195.02
... More
i) Upto 3m depth
668.19
412
275494.74
... 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.
-
-
-
... More
Excavation for Structures
-
-
-
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
234
7063
1652828.58
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
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
4875
34909.65
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -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.
65.39
1808
118259.78
... More
1.2 m Dia Pile
1
350000
350000
... More
1% LABOUR CESS
1
401451
401451.98
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.57
68480
518398.82
... More
MSS:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
1662
195
325619.04
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
1662
18
31328.7
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
200.87
6213
1248121.81
... More
Total Cost for 5th Year Maintenance Works
1
99413
99413
... More
MSS:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B
980.25
195
192050.58
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
36.24
68693
2489442.66
... 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.
-
-
-
... More
1.2 m Dia Pile
1
350000
350000
... 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.)
42.25
12600
532385.49
... 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 .
1704.56
245
418708.12
... More
900 mm side octagon
2
9110
18221.26
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
9
5025
45228.06
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
21.46
6344
136154.04
... 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
178.08
1660
295717.87
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
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
9738
165258.44
... 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
0.37
73254
27104.12
... More
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
3
83629
250888.77
... More
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.
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
16.67
6344
105763.65
... More
Excavation for Structures
-
-
-
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DIVERSION
-
-
-
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Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
124.65
2485
309812.59
... 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 .
5211.06
245
1280044.78
... More
WBM Grading 2:- 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 2 as per Technical Specification Clause 405.
73.52
3506
257822.88
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
60.87
4058
247043.33
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
APPROCH ROAD
-
-
-
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Total Cost for 1st Year Maintenance Work
1
52788
52788
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PRIME COAT:- 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
980.25
54
53678.49
... 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
9.94
92578
920233.37
... More
1% LABOUR CESS
1
449127
449127.07
... 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
-
-
-
... 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
160
3178
508500.8
... More
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 side
90
412
37107
... More
Construction Of RCC H.L. Bridge In Murasa to Guhi Bigha and Bagwar To Beldari Bigha Road
-
-
-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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Dismantling of Existing Pavement Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
51.56
1737
89577.77
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
386.92
116
45076.18
... More
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
9738
165258.44
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
647.45
2781
1800577.87
... More
SUBSTRUCTURE
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