Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil Works
Eprocure
Opening Date22 Jun 2020
Closing Date15 Jul 2020
Tender Amount₹ 15,87,37,000
Costs
EMD
₹ 31,74,740Document Cost
₹ 15,000Tender Fee
₹ 15,000
Description
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Contact
Tender Id
2020_CEAR_95035_1Bid Award Id
ViewTender No
AR1001001Tender 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: 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.
39110.85
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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
13251.62
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Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
9878.73
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SH: Pavement
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EARTHEN SHOULDER: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as pere technical specification clouse 303.1.
2295.39
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SUB GRADE PREPARATION: 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 per Technical Specification Clause 303.1.
18078.23
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GSB : Construction of 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. for grading 1 material etc. i) Using naturally occuring gravel
11620.23
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WBM-III : Providing , laying , spreding and compacting stone aggregates of specific size to water bound macadam specification i/c spreding of uniform thickness , hand pcking . rolling with smooth wheel roller 80- 100 KN in stages to proper grade and camber , applying and brooming stone screening / binding materials to fii-up the interstic of coarse agg. watering and compacting to the required density grade -III as per technical clause 405.
4708.77
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Premix Carpeting
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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 0.7 - 1.00 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).
62926.57
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
62926.57
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
62926.57
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Providing, laying and rolling of seal coat to sealing voids in a bitumenous surface laid to the specified grade and cross fall using screening type "A" or "B" as per technical clause 510.By manual means.
62926.57
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SH: Side drains, CD works 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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I. a) Ordinary Soil (I) Upto 3 m depth.
4883.05
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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
326.91
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I). P.C.C grade M 10 [Hand Mixing]
189.5
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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)
34.02
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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 (2nd sort) ii) In 1:4 Cement mortar.
1031.83
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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)
1208.62
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Random Rubble Masonry (RRM) 1:5 Cement mortar
588
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9
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I) Granular material
576.42
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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.
291
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204.
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III) R.C.C. grade M 20 (For height upto 5 m.)
38.63
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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
1680
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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
81.32
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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)
3.46
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III) For design mix RCC M 20
0.38
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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
10.88
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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
106.21
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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
46.82
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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.
142.5
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SH: Traffic cautionery signs,logos &other road furniture
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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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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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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. & 15cmx15cmx 245cm 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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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Road ahead closed
6
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Men at work
6
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Diversion
5
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Speed limit
6
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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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I) Ordinary Kilometre Stone (precast)
8
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II) 5th Km stone
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 @ 12%
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