Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Manpower Supply
Eprocure
Opening Date16 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 19,84,35,647
Costs
EMD
₹ 42,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEAR_65980_1Bid Award Id
ViewTender No
RWD/DPIU-II/PMGSY/CT-NIT/1Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(II) In area of thorny jungles
8.25
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S H : SETTING OUT
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Construction of reference pillars as per Fig 1600.1 (b) as per drawing and techinical specification Clause1602.1
40
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Construction of back pillars as per Fig 1600.1 (c) as per drawing and techinical specification Clause1602.3
15
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DPR preparation , Trace Cutting i/c Survey & Investigation for Hilly Areas. Sub mountainous area with cross slope between 10% to 25%
22
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SH: EARTHWORK IN ROAD FC { Formation cutting }
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Excavationof earth work in kinds of soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
436018.09
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SH : EARTHEN DRAIN
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Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
13031.4
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Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
8687.6
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SH: STRUCTURE
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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. Upto 3 mtr depth
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(i) Ordinary soil upto 3m depth
13016.82
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(ii) Ordinary rock (Not requiring blasting) upto 3m
11394.88
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(iii). 3 mtr to 6 mtr depth
555.12
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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 i) Nominal mix 1:3:6
126.19
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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 I. P.C.C grade M 10 Nominal mix 1:2.5:5
1213.88
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 1st sort ) In 1:4 cement mortar
2746.9
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
5095.84
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
2135.4
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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
2268
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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. For design mix RCC M 20
275.53
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Providingand laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800,1205.4 and 1205.5 (RCC M25)
394.39
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
48.67
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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 (RCC grade M20)
1319.37
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Drainage spouts complete as per drawing and technical specification clause 1209.
28
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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. (RCC Grade M20)
18.79
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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
75.93
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Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacture's.
24
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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)
340.2
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S H : SIGN BOARD & ROAD FURNITURE
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I. Kilometre Stone
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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. 5th Kilometre Stone (precast)
4
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ii. Ordinary Kilometer Stone (Precast)
19
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II. Traffic Signs
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Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD specifications and attached drawing. Two M.S plates/boards of 1.6 mm thick, duly welded with MS flat iron cleat 50 mm x 5o mm size on edges. Top and botttom plate will welded to 2 nos. 75 mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600 x 600 x750 cm below ground level . All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and clour. 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. The rate inclusive of all material, fitting and fixing at site etc.
2
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm 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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a. Road ahead closed.
1
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b. Men at work.
1
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c. Slow
1
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d. Diversion.
1
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e. Stop.
1
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