Rural Works Department Tender
... More
The Rural Works Department has issued a formal invitation for competitive bids for Construction Of Rcc Bridge Over Mrl01-pwd Dumariya Path To Tintanga Bishari Sthan At Ch-1.50 Km
navagachhiya/07 in Madhepura, Bihar, with an estimated contract value of Rs. 8,86,97,801. The bid opening date for this tender is 03-05-2025 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
₹ 17,74,000Document Cost
₹ 10,000Tender Fee
Refer Documents
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_140543_1Bid Award Id
ViewTender No
MGSY/24-25/Navagachhiya/07Tender 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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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
(ii) PCC Grade M15
19.44
6826
132709.3
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
175.58
6748
1184912.16
... More
R.C.C. grade M 30 in Open Foundation complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
402.26
8196
3297095.93
... 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.
624
17032
10628336.16
... 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
12.48
88113
1099657.98
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
101.71
70889
7210210.71
... 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
-
-
-
... More
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 upto 5 m ht
269.27
7826
2107457.81
... More
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 5 to 10 m ht
11.92
8710
103827.85
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
49.04
71105
3487019.6
... 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
148
139
20715.56
... 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.
14400
-
12528
... More
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.
18
48594
874699.74
... More
SUPER-STRUCTURE
-
-
-
... More
R.C.C. grade M 30 in Super Structure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
238.82
8807
2103371.33
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
36.74
72749
2672816.63
... 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
32.6
15840
516395.41
... 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
124.12
3631
450777.77
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
24
982
23582.64
... 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.
8.87
6575
58327.61
... More
Reinforced Cement Concrete M 30 grade apporach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 & 1211.
17.75
12636
224299.12
... 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
12603
426003.71
... More
PROTECTION WORK
-
-
-
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
237.24
4274
1013970.88
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
290.4
4308
1251144.84
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
227.8
3310
754072.67
... 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
100
2252
225200
... 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
3662.72
... 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 .
2050
283
581913
... 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.
98.25
287
28211.51
... 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.
82.62
3629
299888.29
... 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.
57.38
5594
321018.15
... 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.
382.5
53
20574.68
... 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.
382.5
18
7087.73
... More
Mix Seal Surfacing Type B
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
382.5
264
101347.2
... 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.
5
11513
57565.6
... 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.
20
778
15566.2
... 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
135
636
85860
... 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 .
1200
283
340632
... 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.
45
2914
131172.75
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
20
8141
162836.4
... More
1% LABOUR CESS=
1
428294
428294.64
... More
SEIGNOIRAGE FEE 10% =
1
214077
214077.95
... More
18% GST=
1
7824930
7824930.56
... More
1st Year Maintenance cost
1
16905
16905
... More
2nd Year Maintenance cost
1
18415
18415
... More
3rd Year Maintenance cost
1
20174
20174
... More
4th Year Maintenance cost
1
21768
21768
... More
5th Year Maintenance cost
1
23360
23360
... More
1% LABOUR CESS=
1
1006
1006.22
... More
SEIGNOIRAGE FEE 10% =
1
36230
36230.29
... More
18% GST=
1
24814
24814.53
... More
Construction of HL Bridge Sadhua Chapar Panchayat To Over Kalbaliya Dhar
-
-
-
... More
FOUNDATION
-
-
-
... 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.
737.77
412
304182.57
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
(ii) PCC Grade M15
14.58
6840
99729.1
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-15)
116.58
6762
788360.59
... More
R.C.C. grade M 30 in Open Foundation complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
322.4
8213
2648187.15
... 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.
456
17059
7778922.24
... 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
9.12
88145
803890.15
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
76.46
70922
5422705.3
... 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
-
-
-
... More
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
166.96
7844
1309650.94
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
32.58
71137
2317671.48
... 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
52
140
7281.56
... 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
-
8352
... More
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
583133.16
... More
SUPER-STRUCTURE
-
-
-
... More
R.C.C. grade M 30 in Super Structure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
157.97
8824
1394077.35
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
24.65
72781
1794069.89
... 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
21.74
15863
344881.19
... 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
85.48
3635
310771.09
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
16
982
15721.76
... 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.
8.87
6589
58450.46
... More
Reinforced Cement Concrete M 30 grade apporach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 & 1211.
17.75
12656
224651.99
... 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.)
25.35
12603
319502.78
... More
PROTECTION WORK
-
-
-
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
75.74
4274
323715.03
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
218.4
4308
940943.64
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
114.79
3310
379982.45
... 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
3662.72
... 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 .
2050
283
581913
... 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.
98.25
287
28211.51
... 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.
82.62
3633
300222.9
... 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.
57.38
5594
321018.15
... 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.
382.5
53
20589.98
... 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.
382.5
18
7091.55
... More
Mix Seal Surfacing Type B
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
382.5
265
101377.8
... 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.
5
11517
57585.25
... 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.
20
778
15566.2
... 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
135
636
85860
... 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 .
1200
283
340632
... 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.
45
2920
131430.6
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
20
8142
162840.8
... More
1% LABOUR CESS=
1
308969
308969.56
... More
SEIGNOIRAGE FEE 10% =
1
214077
214077.95
... More
18% GST=
1
5655600
5655600.69
... More
1st Year Maintenance cost
1
16919
16919
... More
2nd Year Maintenance cost
1
18429
18429
... More
3rd Year Maintenance cost
1
20188
20188
... More
4th Year Maintenance cost
1
21782
21782
... More
5th Year Maintenance cost
1
23374
23374
... More
1% LABOUR CESS=
1
1006
1006.92
... More
SEIGNOIRAGE FEE 10% =
1
36230
36230.29
... More
18% GST=
1
24827
24827.26
Evaluation Notes How It Works ?
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