Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 10,25,72,281
Costs
EMD
₹ 20,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_79200_1Bid Award Id
ViewTender No
AR0105069Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
WBM Grading 3
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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.
4708.8
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Shoulder
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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 per Technical Specification Clause 303.1.
7339.68
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Prime Coat
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Low poresity
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
62784
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Tack Coat
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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
62784
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PMC
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20 mm thick open graded pre - mixed carpetusing bituminous ( Penetration grade/ modified bitumen) binder.
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Providing , laying and rolling of open - graded pre mixed carpet of 20 mm thickness composed of 13.20mm to 5.6 mm aggregate 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 K N 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.
62784
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Bitumen (S-65)
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Pre mix Seal Coat
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Providing, laying seal coat selling the voids and bituminous surface laid the specified levelgrade and cross fall using Type A Type B &Type C as per technical specification ckause 510
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Case - II Type - B(ii) Bitumen (S - 65)
62784
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CROSS DRAINAGE
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Sub-Head : Hume pipe Culvert 1000 mm Dia Single Row With Catch Pit & Chute [ 04 Nos ]
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Excavation for Structures
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Earthwork in excavation for foundation of structures 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 suitable excavated material.
160.061
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Providing plain concrete in open foundations complete as per drawings & Technical Specifications Clause 802 , 803 , 1202 & 1203
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P.C.C grade M 10
14.409
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Bedding for Pipe
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Type B ( First Class ) Bedding
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
14.38
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Providing and Laying Reinforced Cement Concrete Pipe 1000 mm NP3 as per design in Single Row
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Providing and laying reinforced cement concrete pipe1000 mm 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, bedding for pipes, concrete and masonry works in head walls and parapets Clause 1106.
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1000 mm dia
25
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Stone Masonry Work in cement mortar in foundation of Head walls & Wing walls complete as per drawing and technical specification Clasue 1109 Coursed rubble masonry ( 2nd sort )In 1:4 cement mortar
64.45
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Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
(iii) In 1:5 cement mortar
50.06
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
I. Rubble stone laid in cement mortar 1:3
9.83
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III. Brick on edge laid in cement mortar (1:3)
1.977
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
4.872
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
In 1:4 cement mortar
6.072
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
13.899
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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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
92.646
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Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5I . RCC grade M 20
2.56
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PROTECTION WORK
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Breast Wall with Boulder in Wire Crates = 132 Mtr Gavion Wall
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Excavation for Structures
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.
Ordinary soil
Upto 3 m depth
219.78
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
36.63
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia 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 the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
291.06
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Sub Head : Retaining Wall 3.00 mtr height.& 6.80 m Long. Total 40 Mtr
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Earthwork in excavation for foundations of structures as per drawings and technical specifications Clause 307 including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved materi
52.8
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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
P.C.C grade M 10
Nominal mix 1:3:6
26.4
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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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Coursed Rubble masonry (2nd sort)
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In cement mortar (1:5)
144
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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
96
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
156
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
40
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Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawin
117.65
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PUCCA SIDE DRAIN [3058 Mtr]
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Trapezoidal Shaped Side Drain ( As per IRC SP-48-1998 Hill Road Manual )
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a) 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.(Soil)
1651.43
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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 a) Nominal mix 1:3:6
275.24
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) CRM Ist sort In 1:4 cement mortar
433.04
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Cement Plaster 15 mm thick 1:4 on stone masonry
4721.86
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Setting Out
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1 km reference bench mark (each per km) & working bench mark @ 4nos per km
20.52
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
350
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
50
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Road Furniture
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Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"
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 of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) 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.
2
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Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6
350
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Maintenance Sign board
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SH:- 5 - Years Maintenance
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First Year Maintenance
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1309021
Second Year Maintenance
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2277091
Third Year Maintenance
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2829665
Fourth Year Maintenance
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3966287
Fifth Year Maintenance
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4612168
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