Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Jul 2024
Closing Date15 Aug 2024
Tender Amount₹ 1,30,18,478
Costs
EMD
₹ 1,36,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135498_1Bid Award Id
ViewTender No
PMGSY 33 BRIDGES DISTRICT NANDEDTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth
1662.81
894014
537.65
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depthSOR I.No 11.1-I(ii) - 3.0 -6.0 MRA I.NO -4.2
285.69
182399
638.46
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR P/No.45 I.No.11.1, A(i) B,C,
281.09
86874
309.06
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubber filling (For B.C. Soil) PMGSY SOR P/No.56 No.11.2 a)
62.41
53841
862.7
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (I) / P.No. 46)
221.98
482901
2175.39
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15
66.05
360678
5461.1
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete grade of M-30 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine aggregates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Specifications: MoRT&H (5 th Rev ) 1700,2304 I.NO 16.60 II
123.32
741532
6012.88
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) I.NO 16.9
57.28
377848
6596.98
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7PMGSY SOR P/No.50 No.12.14 , B)
18
14860
825.6
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.8 P.No. 47)
13.06
817431
62590.47
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 up to 5 m (Item No. 12.5 (I) ii )I) RCC grade M-30 (ii) For Nominal Mix Vartical wall
287.74
2059988
7159.2
Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1204.3.7PMGSY SOR P/No.49 No.12.9 , B)
70
12815
183.08
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(Item No. 12.7 P.no50)
23.73
1491979
62873.15
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8PMGSY SOR P/No.50 I .No.12.10 , (i)
264.96
371797
1403.22
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 1204.3.8PMGSY SOR P/No.50 I .No.12.11 , (i)
77.4
136399
1762.27
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I.No. 13.1 iii )I) R.C.C. grade M 30 For Slab
128.16
770610
6012.88
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specificationsPMGSY SOR P/No.52 No.13.16 ,iii B)
9.14
7802
853.65
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 )
10.89
705410
64776.03
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. i.no 16.7
111.3
160170
1439.09
Providing and laying boulder apron for bed protection 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 (Rate is excluding Royalty for stone boulder) 14.1
148.93
227608
1528.29
Providing and laying cement concrete wearing course M-30 grade including reinforcement @ 75kg /Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 )
18.5
222457
12024.75
Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 S.O.R. I.No. 12.5.4 P.No. 94 )
3.35
25741
7684.14
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2PMGSY SOR P/No.53 No.13.8 B)
90.05
193614
2150.08
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 )MS Bar R'ment for superstructure 13.4
0.3
19432
64776.03
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 SOR I.NO. 10.11
32
19334
604.19
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 ( Item No. 3.4 / Page No.14 )
1495.04
647068
432.81
G.S.B. (Locally Available Material) (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wit rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Item No. 4.11 (i) / P.No. 37)
43.72
87624
2004.33
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 roller 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. (Item No. 4.8 (2) (B)/ P.No. 35)
51.75
114419
2211
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lead and lifts , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1.PMGSY SOR I.NO.3.14
76.1
32211
423.26
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 0.85 Kg / Sqm using mechanical means as per Technical Specification Clause 502. (Item.No. 5.1 (i) / P.No. 41)
251.25
26187
104.23
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 Kg / Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Item.No. 5.2 (i) / P.No. 41)
251.25
3783
15.06
Construction of 50mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A) (ii) / P.No. 45)
251.25
50747
201.98
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (II) / P.No. 47)
251.25
39074
155.52
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A , as per Technical Specification Clause 510 (Item No. 5.12 B (I) (II)/ P.No. 50)
251.25
16760
66.71
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth
175.18
94183
537.65
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PMGSY SOR P/No.46 I.No.11.4.I,i,I) P.C.C grade M 15 (i) Nominal Mix 1:3:6)
27.76
151600
5461.1
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15
155.4
848654
5461.1
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications clauses 1302 Page No.55.No.14.5 ( I )Stone/Boulder
164.07
251786
1534.64
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
15
62751
4183.42
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. I No. 10.16a
1
28685
28685.01
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 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 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1
1
14907
14907.32
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheetSOR Item No-10.20 ii MMGSY 600 mm equilateral triangle
2
7714
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheetSOR Item No-10.20 iv MMGSY800 mm x 600 mm rectangular
2
10794
5397.44
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