Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Sep 2024
Closing Date18 Oct 2024
Tender Amount₹ 4,94,13,292
Costs
EMD
₹ 2,63,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136479_3Bid Award Id
ViewTender No
EE/PMGSY/2024-25/PARBAHNITender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
[Item No.3.5 (iii) ] Open Drain
11634
860450
73.96
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [Item No.3.3 ] Excavated material used From Cutting Qty
8143.8
586435
72.01
... More
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 ] Quantity Req For E/W Widening
3209.2
1912972
596.09
... More
Construction of sub grade 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.[Item No.3.14 ]
8139.13
5647172
693.83
... More
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.[ Item No. 4.1 A ( i ) ]
911.9
1999641
2192.83
... 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 2 as per Technical Specification Clause 405.[ Item No. 4.8 , 2 , ( A ) ]
3552.19
8549730
2406.89
... 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.[ Item No. 4.8 , 3 , ( B ) ]
1932.19
5150812
2665.79
... More
providing and applying prime 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 [ Item No. 5.1 i ] low Porosity
22612.5
2919273
129.1
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.[ Item No. 5.2 ( i ) ]
22612.5
391874
17.33
... More
Providing, laying and rolling Micro seal surfacing (25 mmthick ) for preventive maintainance including supplying all materials, preparing the existing road surface, heating bitumen, aggregates, lime in hotmix plant, laying the mix seal surfacing by paver finisher and compaction by power roller etc complete. (Using60/70 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 retained 100 % on 0.075 mm size sieve 0.2 Kg/Sqm lime and 11.00 kg/10Sqm bulk bitumen for fixing and 0.50 kg/Sqm for tack coat ) Spec: As directed by Engineer In Charge and IRC SP 78 - 2008
22612.5
5146831
227.61
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Construction of Dry lean cement concrete Sub base over a prepared subgrade with coarse and fine aggregate 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 incharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.
189
716877
3793
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White topping on concrete overlay for Urban road Construction of Thin White Topping plain cement concrete pavement over a prepared subbase with 43 grade cement, coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by flyash to the extent of 15 percent and sand by 10 percent, mixed in abatching and mixing plant as per approved mixdesign, 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, seal ant primer, joints ealant, debonding strip, dowel bar, tierod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing
277.5
2161552
7789.38
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Reinforced cement concrete M15 grade kilometer 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 1703A - [Item No.10.10(i)] 5 th Kilometer Stone
2
10216
5108.09
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Reinforced cement concrete M15 grade kilometer 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 1703A - B - [Item No.10.10(ii)] Ordinary Kilometer Stone
6
17843
2973.91
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Reinforced cement concrete M15 grade kilometer 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 1703A-C -[Item No.10.10(iii)] 200 m Stone
31
25855
834.05
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Reinforced cement concrete M15 grade kilometer 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 1703A - D - [Item No.10.11 ] Boundary Pillar
142
119335
840.39
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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 color in front and gray color 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 color 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
A - [Item No.10.2, B ( ii ) ] 600mm Equilateral Triangle
18
69429
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 color in front and gray color 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 color 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
B - [Item No.10.2, B ( iii ) ] 600mm Circular
1)UPGRADATION AND MAINTENANCE OF ROAD FROM Indewadi to Lalnaik Tanda - Bramapuri - Salapuri KM 0/00 TO KM 6/100 Tq.& Dist. Parbhani. Parbhani.
10
44177
4417.74
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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 color in front and gray color 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 color 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
A - [Item No.10.2, B ( ii ) ] 800X600mm Rectangular
14
75564
5397.44
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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 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 [Item No.10.16 ] Logo of P.M.G.S.Y.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM Indewadi to Lalnaik Tanda - Bramapuri - Salapuri KM 0/00 TO KM 6/100 Tq.& Dist. Parbhani. Parbhani.
1
20465
20465.76
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Providing and fixing of typical MMGSY Citizen information board as per specifications 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 printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. [Item No.10.21 ] Citizen information board
1)UPGRADATION AND MAINTENANCE OF ROAD FROM Indewadi to Lalnaik Tanda - Bramapuri - Salapuri KM 0/00 TO KM 6/100 Tq.& Dist. Parbhani. Parbhani.
2
37083
18541.96
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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. 600 mm dia
1)UPGRADATION AND MAINTENANCE OF ROAD FROM Indewadi to Lalnaik Tanda - Bramapuri - Salapuri KM 0/00 TO KM 6/100 Tq.& Dist. Parbhani. Parbhani.
475
1042976
2195.74
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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.[ Item No- 2.7 ( B ) ]
57.84
34754
600.87
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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.
37.5
22053
588.09
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM Indewadi to Lalnaik Tanda - Bramapuri - Salapuri KM 0/00 TO KM 6/100 Tq.& Dist. Parbhani. Parbhani.
550.65
369078
670.26
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
132.08
137755
1042.97
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6
167.61
1083053
6461.75
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,l ] P.C.C. grade M15(i)Nominal mix1:2.5:5
852.86
5718264
6704.81
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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 [ Item No- 9.3 ( B ) ] 1000 mm dia
91.26
688991
7549.76
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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
400
121368
303.42
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
33.75
484900
14367.41
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Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil
243.35
163107
670.26
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
54.97
57332
1042.97
... More
Providing concrete for plain /reinforced concrete in open foundation complete as per drg and tech.specification Clause 802, 803, 1202, 1203 (SOR item No.11.4.I.i )I) P:C:C grade M-10
108.66
702133
6461.75
... More
Providing concrete for plain /reinforced concrete in open foundation complete as per drg and tech.specification Clause 802,803,1202,1203 (SOR item No.11.4.I.i ) II) P:C:C grade M-15
170.79
1145114
6704.81
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Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1200 mm dia.
43.76
430242
9831.86
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No. 13.5
32.31
464211
14367.41
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.4
111400
79572
... 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 (SOR item No. 14.1 P.106 )
30.49
68120
2234.18
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