Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Sep 2024
Closing Date25 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 13,30,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Mrl28-road From Ompuli To Tamang
Description
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Contact
Tender Id
2024_CEAR_136256_1Bid Award Id
ViewTender No
AR07AR0704048Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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
19219.75
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Excavation in 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
28858.94
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SH:- TRAFIC SIGN & 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 .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 ofapproved quality ready mix paint.
2
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PMGSY Informatory sign board , PMGSY Maintainance information Sign board
2
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Traffic Signs
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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.
21
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Kilometre Stone 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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Ordinary 1 KM Stone
7
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SUB-HEAD:- PAVEMENT
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Construction of Shoulders as per Technical Specification Clause 407.
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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.
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GSB
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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.
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Grading II material
3819.9
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CTB ( 100 mm thick):-
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Providing, laying and spreading soil on a prepared sub-grade, pulversing, 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 strenght and to form a layer of sub-base as per Technical Specification clause 404
2886.88
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Prime Coat
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Medium Porosity
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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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
22432.5
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
22432.5
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Mix Seal Surfacing (MSS)
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Mix Seal Surface with 8% Waste Plastic: Providing, Laying and rolling of closed - graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2 mm to .90mm (type-B) aggregate using peneration 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 8-10kn static roller and finishing to required level and grades as per Technical Specification clauses 509 Sealing Coat
22432.5
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SH:- PROTECTION WORKS RETAINING WALL & BREAST WALL
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
283.81
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Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10
48.03
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203. Coursed rubble masonry 1st sort in 1:4 cement mortar
484.58
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
150
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (below culvert bed)
161.6
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White washing of parapet walls of CD work and tree truncks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
187.95
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SH:- CROSS DRAINAGE WORKS ( RCC Slab Culvert 1.50 M, 2.00 M & 4.00 M Span )
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
1338.66
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
196.64
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Back filling behind the abutment, wing wall & return wall complete as per drawing and technical specification. A) Sandy Materials
147.65
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203. Coursed rubble masonry (1st sort) in 1:3 cement mortar
715.2
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Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204 . Coursed rubble masonry ( 2nd Sort) in 1:4 Cement Mortar
426.94
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications
768
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A) RCC grade M20
127.31
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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
138
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Supplying, Fitting and Placing HYSD bar Reinforcement in Sub-Structure complete as per Drawing and Technical Specifications. A) MS Deformed Bars
7.6
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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
16.78
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SH:- KUCHA SIDE DRAIN
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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 side
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a) Ordinary Soil
1299.38
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b) Ordinary Rock
519.75
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b) Hard Rock requiring blasting
779.63
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V - Shaped Side Drain ( As per IRC SP-48-1998 Hill Road Manual )
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Earth work in excavation for structures as per drawing and techanical 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.
91.88
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Providing and laying cement concrete 1 : 3 : 6 in open foundations complete as per drawings and techanical specifications Clause 802,1202&1203 (PCC grade M 10)
14.85
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Stone masonry ( First sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clause 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM 1st Sort)
32.13
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Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
115.2
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Neat cement punning
115.2
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SH:- TRAPEZOIDAL SHAPED SIDE DRAIN
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
396
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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) Foundation & Plinth a) Nominal mix 1:3:6
79.2
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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) Random Rubble masonry (i) In 1:5 cement mortar
124.61
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Cement Plaster 15 mm thick 1:4 on stone masonry
1094.72
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Neat cement punning
1094.72
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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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Evaluation Notes How It Works ?
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