Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jun 2024
Closing Date15 Jul 2024
Tender Amount₹ 5,53,87,020
Costs
EMD
₹ 2,98,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_134843_1Bid Award Id
ViewTender No
EE/PMGSY/PARBHANI/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.As directed by Enginer Incharge.
6742.37
3373343
500.32
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Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trandporting 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 including all lead and lift. As directed by Enginer Incharge.
9355.81
4591551
490.77
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Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.As directed by Enginer Incharge.
7224
92467
12.8
... More
Granular sub Base with Well graded material 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 rotivator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For grading I material using Crushable Sceening) As directed by Engineer In Charge.
1518.98
3078486
2026.68
... More
Water Bound Macadam Sub-base/base 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.1 WBM Grading 2. Using Crushable Sceening) As directed by Engineer In Charge.
3720.38
7911983
2126.66
... More
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. Using Crushable Sceening) As directed by Engineer In Charge.
1949.53
4707998
2414.94
... More
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. As directed by Enginer Incharge.
25993.5
2410637
92.74
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.25 kg per One Square Meter on the prepared bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by Enginer Incharge.
25993.5
390422
15.02
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Providing, laying and rolling Micro seal surfacing ( 25 mm thick ) for preventive maintainance including supplying all materials , preparing the existing road surface , heating bitumen , aggregates , lime in hot mix plant , laying the mix seal surfacing by paver finisher and compaction by power roller etc complete.( Using 60/70 bulk bitumen for mixing and tack coat over black topped surface by using 0.14 Cum per 10 Sqm. of crusher aggregate passing 100 % through 6.30 mm sieve and retained100 % on 0.075 mm size sieve 0.2 Kg / Sqm lime and 11.00 kg / 10 Sqm bulk bitumen for fixing and 0.50 kg / Sqm for tack coat ) Spec: As directed by Engineer In Charge and IRC SP 78 - 2008. As directed by Enginer Incharge.
25993.5
5079130
195.4
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (Precast) As directed by Enginer Incharge.
1
4348
4348.11
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Kilometre Stone (precast) As directed by Enginer Incharge.
8
20427
2553.35
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m Stone. As directed by Enginer Incharge.
30
15882
529.4
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Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by Enginer Incharge.
650
392724
604.19
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Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 enamelled 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. As directed by Enginer Incharge.
2
29451
14725.53
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Citizen/Maintenance Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a 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 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Department. No. CMGSY- 2007/CR/145/Yojana-9 dt. 4.4.2007)As directed by Enginer Incharge.
2
62044
31022.1
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2vi)(It.No.10.2,B(ii) 600 mm equilateral tangle
17
65572
3857.19
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2vi)(It.No.10.2,B(ii) 900 mm equilateral tangle. As directed by Enginer Incharge.
17
80647
4743.97
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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(It.No.10.2,B,(iii)600x 600mm rectangular. As directed by Enginer Incharge.
7
33307
4758.11
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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(It.No.10.2,B,(iv) 600x 450mm rectangular.As directed by Enginer Incharge.
16
69407
4337.95
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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(It.No.10.2,B,(v) 800*600mm rectangular. As directed by Enginer Incharge.
6
32385
5397.44
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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(It.No.10.2,B,(vi) 600mm Circular
9
39760
4417.74
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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. As directed by Enginer Incharge.
7.2
64958
9021.95
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79.As directed by Enginer Incharge.
20
16604
830.22
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Painting lines ,dashes,arrows ,etc on roads in two coats on new work with ready mix road marking paint conforming to IS:164 on bituminous/concrete surface,including cleaning the surface of all dirt,dust and other foreign matter,demarcation at site and traffic cpontorl as per drawing and technical specification clause 1702. As directed by Enginer Incharge.
20
3998
199.9
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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 works in head walls and parapets Clause 1106. 800 MM Diameter. As directed by Enginer Incharge.
100
298859
2988.59
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Providing and laying reinforced cement concrete pipe NP3 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 works in head walls and parapets Clause 1106. 750 MM Diameter. As directed by Enginer Incharge.
10
37321
3732.07
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Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. As directed by Enginer Incharge.
217.35
360947
1660.67
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 5.13.As directed by Enginer Incharge.
132.23
562107
4250.98
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White topping on concrete overlay for Urban road
Construction of Thin White Topping plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m X 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing. As directed by Enginer Incharge.
258
2096405
8125.6
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
163.38
79916
489.14
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. As directed by Enginer Incharge.
60
28307
471.78
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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. I)Ordinary soil [ (I) Up to 3 m depth ] . As directed by Enginer Incharge.
1090.77
733074
672.07
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Providing dry rubble stone soling including hand packing etc.complete. As directed by Enginer Incharge.
228.51
236236
1033.81
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10. As directed by Enginer Incharge.
106.48
601572
5649.62
... More
Providing and laying reinforced cement concrete pipe NP3 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 works in head walls and parapets Clause 1106.(B) 1000 mm dia. As directed by Enginer Incharge.
227.5
1624336
7139.94
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15. As directed by Enginer Incharge.
1075.02
6004696
5585.66
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. As directed by Enginer Incharge.
76
13910
183.03
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. As directed by Enginer Incharge.
1.08
67577
62571.02
... 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.(II) Ordinary rock (not requiring blasting). As directed by Enginer Incharge.
1400.8
753140
537.65
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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..for Medium Dewatering for Abutment As directed by Engineer-in charge.
192
28157
146.65
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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..for Medium Dewatering for Pier Cutoffwall tAs directed by Engineer-in charge.
752
530446
705.38
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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..for Medium Dewatering for Raft As directed by Engineer-in charge.
928
286808
309.06
... More
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..for Medium Dewatering for Return As directed by Engineer-in charge.
384
26319
68.54
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Sand Filling. As directed by Enginer Incharge.
266.9
564921
2116.6
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Rubble Filling Filling. As directed by Enginer Incharge.
24.78
20589
830.88
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC M-10. As directed by Enginer Incharge.
30.84
166543
5400.22
... More
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 1205.5.7. As directed by Enginer Incharge.
40
33024
825.6
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Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete 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 agreegates 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
Item Code: BR-5 Item Number: 68 - i b / 24 Rate Abstract Unit: 15.000 Cubic Meter -- (). As directed by Enginer Incharge.
96
616420
6421.04
... More
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 agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement). As directed by Enginer Incharge.
54.14
347051
6410.25
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC M-10. As directed by Enginer Incharge.
8.82
47630
5400.22
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. As directed by Enginer Incharge.
21.18
132977
6278.44
... More
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. As directed by Enginer Incharge.
70.48
102741
1457.73
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. As directed by Enginer Incharge.
26.2
1695801
64725.23
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.As directed by Enginer Incharge.
81.6
593020
7267.4
... More
Providing and laying in situ M-20 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement). As directed by Enginer Incharge.
85.2
664244
7796.29
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.As directed by Enginer Incharge.
248.72
353038
1419.42
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. As directed by Enginer Incharge.
97.2
825547
8493.28
... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. As directed by Enginer Incharge.
13.5
160308
11874.7
... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2. As directed by Enginer Incharge.
76
127628
1679.31
... 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. As directed by Enginer Incharge.
91.26
164778
1805.59
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall. As directed by Enginer Incharge.
87
136556
1569.61
... 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. As directed by Enginer Incharge.
15.76
81431
5166.94
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement @ 50kg/Cum and formwork complete as per drawing and technical specifications Clauses 800 and 1211. As directed by Enginer Incharge.
31.5
380473
12078.52
... More
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. As directed by Enginer Incharge.
2
10908
5454
... 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. As directed by Enginer Incharge.
23.89
17929
750.47
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