Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date30 Sep 2023
Closing Date16 Oct 2023
Tender Amount₹ 18,99,61,000
Costs
EMD
₹ 37,99,220Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Dumporijo To Hali
Description
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Contact
Tender Id
2023_CEAR_128447_1Bid Award Id
ViewTender No
AR1003034Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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SH: Setting Out
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
577
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
120
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SH: Road Formation works in cutting
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Excavation in soil in Hilly area by mechanical means including cutting and trimiming of sides slope and disposing of excavated earth with a lift upto 1.50mtr and a lead upto 20mtr as per drawing and technical specification cluase 1603.1.
22573.71
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slope and disposal of cutting materials with lift upto 1.5 mtr and lead upto 20mtr as per clause 1603.2
1008.75
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Excavation in hilly areas in hard rock requiring blasting, by mechanical
means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20
m as per Clause 1603.2.
6805.33
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SH: Pavement
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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 perTechnical Specification Clause 303.1.
6453
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Granular sub-base/base/surface course with local materials (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 with 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.
20748.32
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Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. Cement Treated Base (CTB) with 75% ocal & 25% borrow materials (a) For 5% quantity of cement by weight of soil.
6139.39
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Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 0.9 - 1.20 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).
62603.4
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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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
62603.4
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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 with 5% Waste Plastic
62603.4
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Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
562.5
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SH: Side drains, CD works, Bridge and Protection works etc.
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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 back filling in trenches with excavated suitable materials.
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a) Ordinary Soil (upto 3 m depth)
10329.46
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b) Ordinary Rock (not requiring blasting) upto 3 m depth
132.37
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c) Hard Rock require blasting
66.19
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10 (I) Nominal mix 1:3:6
206.25
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I). P.C.C grade M 10 [Hand Mixing]
545.17
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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P .C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed)
131.22
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (1st sort) ii) In 1:4 Cement mortar.
1483.12
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II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement mortar.
440.16
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
1298.89
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III. Random Rubble Masonry, III in cement mortar 1:5.
431.25
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Back filling in foundation trenches as per technical specification clause 1108. ( Rate as per item 11.2 of chap 11)
130.6
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
774.75
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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
1126
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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. For height upto 5 m.
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III) R.C.C. grade M 20 (For height upto 5 m.)
93.16
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
327.4
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
139.96
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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II) R.C.C grade M 20 (I) Nominal mix 1:2:4 ( Hand mixed)
13.06
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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. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL)
25.13
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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
89.44
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Laying Concrete cradle bedding with M15 Grade cement concrete as per clause 1105(i) (rate as per item 11.4(II)(i) of chapter 11) PCC grade M15 : Nominal mix 1:2.5:5
37.95
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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. (B)1000 mm dia
120
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Providing and laying boulder of size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in Galvanised double twisted wire mesh container i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly where felt necessary as per direction of Engineer-inCharge
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(ii) Size = 1.5 m x 1.5 m x 1.5 m = 1.125 cum
236.25
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i) Size = 1 m x 1 m x 1m = 1 cum
70
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SH: Traffic cautionery signs,logos &other road furniture
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Providing and Fixing PMGSY Logo Board at starting point: Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint
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Providing and fixing typical PMGSY informatory sign board with logo as per MoRD specification and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The iron frame of the lower most plate and flat iron frame will be welded welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x450mm x600mm, 600mm below ground level. The topmost diomond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plates tube. All MS 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 post and steel tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1.
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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 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2
107
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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
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(a) Ordinary Kilometre Stone (precast)
17
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(b) 200 m stone
70
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c) 5th Kilometre Stone (precast)
4
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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GST
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Add GST @ 18%
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