Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 May 2023
Closing Date31 May 2023
Tender Amount₹ 7,53,08,000
Costs
EMD
₹ 15,06,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_125106_1Bid Award Id
ViewTender No
22LB331Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
i) For 7.5m dia abutment wells
3.7
105278
28422.79
ii) For 6.5m dia. pier wells
12.35
289236
23412.36
Well sinking of specified external diameter RCC/PCC well in soft rock to lines levels & plumb by scooping out from inside & below the steining including cost of hire & running charges of T&P and supplying & working of pumps bailing out of water and removal of all material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
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-
-
B) In Soft rock
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-
-
i) For 7.5m dia abutment wells
21.25
5814936
273618.34
ii) For 6.5m dia. pier wells
25.08
5154385
205517.78
Well sinking ofspecified external diameter RCC/PCC well in hard rock to lines levels & plumb by scooping out from inside & below the steining including cost of hire & running charges of T&P and supplying & working of pumps bailing out of water and removal of all material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
-
-
-
B) In Hard rock
-
-
-
i) For 7.5m dia abutment wells
3
1644242
548080.67
ii) For 6.5m dia. pier wells
4.5
1852512
411669.48
Supplying, fitting, fixing steel cutting edge including cost of all materials, labour for cutting,bending,welding,installation,all required machinery ,conumable etc. complete as per specification & Direction of Engineer-in charge.
46.79
5449575
116468.8
Plain Cement Concrete M-15 +10% extra cement grade with 40mm and down aggregates as per drawing & technical specification including cost of all materials labour T&P etc complete in Bottom plugging.
-
-
-
(i) Bottom plugging
314.45
1718150
5463.95
Cement concrete of M-15 grade having maximum compressive strength of 150kg./cm2 (test to be conducted ) on 150 mm. cubes tested at 28 days curing (test to be conducted in accordance with IS 456/IS 516) & conforming to clause -302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40mm size down grade of approved quality (to be tested in the laboratory) obtained from approved quarry. The proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering & laying concrete in layers not exceeding 150mm thick each compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties & taxes of all labour T&P & machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of the Engineer-in-Charge.
-
-
-
(i) Top plugging
47.62
244591
5136.22
RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Well Curb
118.9
1252032
10529.95
Well Steining
278.07
2305648
8291.7
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
-
-
-
RCC railing
195.66
704961
3602.99
PCC of design mix of M-20 grade having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Well Steining
1316.32
10379767
7885.45
RCC of design mix of M-30 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Abutment & Pier shaft
158.61
1261837
7955.4
Wing wall, Tie beam & column
11.58
159851
13805.3
Well Cap
253.46
1719841
6785.4
Abutment & pier cap
19.3
158439
8209.75
Dirt wall
11.98
125145
10447.95
Superstructure
374.56
8751294
23364.2
Approach Slab
17.33
115794
6683.65
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
Wearing Coat
54.62
741236
13571.03
Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, splicing, welding etc. in sub-structure (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
1038.55
9806110
9442.09
Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, splicing, welding etc. in superstructure (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
912.19
8737084
9578.12
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
322560
325785
1.01
Supplying fitting fixing in position Single strip seal expansion joint including anchorage catering to a horizontal movement beyond 70mm and up to 140mm as per drawing & Technical specifications to be installed by the manufactures / supplier ensuring compliance to the manufactures instructions for installations.
37.5
460849
12289.33
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
42
2528
60.21
Cement concrete (1:3:6) in sub-structure & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
-
-
-
In Substructure
9.21
49161
5337.28
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 of MORD.
704.6
85129
120.82
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
-
-
-
Granular Material
107.18
111347
1038.91
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
1873.07
1323379
706.53
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
62.4
8822
141.39
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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
87.31
184308
2111.09
Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302
222.68
332973
1495.32
Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD.
104
105566
1015.06
Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
187
23921
127.92
Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
196.09
42117
214.79
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
222.75
12714
57.08
Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)
2623.5
638927
243.54
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
56.25
39742
706.53
Construction of Granular Sub base by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.
108.38
79241
731.17
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,(moorum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
WBM-II (Crushable Screening)
29.25
67797
2317.86
WBM-III (Crushable Screening)
28.13
68513
2435.96
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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
375
20126
53.67
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
375
6813
18.17
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).mechanical means
375
71670
191.12
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by mechanical means and as per direction of Engineer-in-Charge.
375
24401
65.07
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
1
248043
248043.08
Routine Maintenance after completion of construction works for 2nd Year
1
297651
297651.69
Routine Maintenance after completion of construction works for 3rd Year
1
347260
347260.31
Routine Maintenance after completion of construction works for 4th Year
1
396868
396868.92
Routine Maintenance after completion of construction works for 5th Year
1
446477
446477.54
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