Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date
7 Oct 2019Closing Date
29 Oct 2019Tender Amount
₹ 1,37,73,964Costs
EMD
₹ 3,24,420Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_82464_1Bid Award Id
ViewTender No
UT03168Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of cooling walling including supply of all material, labour, T&P etc. required for proper completion of the works as per direction of Engineer in charge (As per PWD Uttarakhand specification)
209.15
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Patrie filling after consolidation of ballast and black top of the road with wallin and locally available E&B. Required for proper completion of the work
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Excavation in foundation for Retaining and breast wall in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge. For retaining wall & B/W
73.95
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Construction of cooling walling including supply of all material, labour, T&P etc. required for proper completion of the works as per direction of Engineer in charge (As per PWD Uttarakhand specification)
290
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Construction of Embankment with Material Obtained from Roadway cu.m Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1422.9
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GSB
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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. (Using naturally occuring Gravel)
1349.68
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WBM Grading 2
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 2 as per Technical Specification Clause 405. By Manual Means
743.8
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WBM Grading 3
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.
743.8
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PAVEMENT
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Providing and appling Prime Coat Low porosity Providing and applying primer coat with Bitumen emulsion (SS-1) complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502
9955.02
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Tack Coat Providing and applying tack coat with Bitumen emulsion Rapid setting (RS-1 grade complying with IS:8887) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.
9955.02
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Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 11.2 mm aggregates using penetration grade Catonic Bitumen Emulsion (MS grade complying with IS:8887) to required line, grade and levelto serve as wearing cousre on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2
9955.02
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Seal Coat (with cold Emilsion)
Providing and laying seal coat by Bituminous Emulsion (SS-2) as for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 508
9955.02
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PROTECTION WORK
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Excavation in foundation for structures in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer-in-charge also including supply of all materials, labour, T&P etc required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1 & 300.
148.5
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 & 1204 Random Subble masonary in cement mortar (1:5)
235.8
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Random rubble stone masonary laid dry in Retaining walls, breast walls etc including supply of all materials, labour, T& P and royalties etc complete as per Drawing and technical specification clauses 702, 704, 1202 & 1203 for MORD specification.
253.2
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HP stone filling in back of walls including cost of all material, labour, T&P, royalty etc. complete as direction of Engineer-in-charge(As per PWD Uttarakhand specification)
133.4
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techinacal specifications Clause 1301
101.26
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Costruction of Parapet in RR 1:5 as per Standard Drawing Attached including supply of all material, labour and T&P etc. Complete (2.00x0.45x0.70) Including 10cm below
231
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Cement Plum Masoary with 40% Plum & 60% 1:3:6 cement cocree includig supply of all material, laour, T&P etc. required for proper techical specificatios clause 802,803,1202 & 1203 of MORD Specification
67.5
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Providing and laying of Mechanically Woven Double twisted hexagonal shaped gabions (Zinc plus PVC coated), of size 3mx1mx1m with diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 2.7mm/3.7mm edge/selvedge wire diameter 3.4/4.4 mm and lacing wire
75
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Side Drain
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Construction of Hill side Drain in accordance with the requirement of specification true to line and grades dimensions and other particulars as per drawing and technical specification Clause 1601.1
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Earthwotk 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
164.92
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stone masonary in cement mortar for substructure complete as per Drawing and technical specification clauses 702, 704, 1202 & 1203 andom Rubble msonary in cement mortar.
83.26
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Plastering with 1:4 cement mortar 15mm thick on brick work in substructure as per technical specification caluses 613.4 & 1204
410
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Causeway
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Excavation in foundation for Retaining and breast wall in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge. For retaining wall & B/W upto 3m depth
138.1
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Providing and laying of boulder apron with stone boulders as per drawing and techinacal specifications Clause 1301
26.4
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Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification clauses 802,804,805,806,807,1202and 1204 nominal mix M10
36.3
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Plain/Reinforced cement concrete M25 in substructure complete as per drawing and technical specification clauses 802,804,805,806,807,1202and 1204 nominal mix (1:2:4)
13.2
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supplying,cutting and placing of HYSD bar reinforcement in sub structure complete (IS 1786:2008 clause no. 1.6). Steel shall not be from rerolling plants and shall conform to relevant IS code including supply of all materials,labour, T&P, royality etc required for proper completion of work as directed by Engineer-in-charge as per MORD specifcation for rural roads 2014
5.18
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 & 1204 Random Subble masonary in cement mortar (1:5)
83.25
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Road Furniture
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Providing & fixing of PMGSY Logo Board at starting point, end point and every 2km distance of raod length as per attached standard duly painted and written as per MORD specification and direction by Engineer in charge Technical Clause 1701
1
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Providing and Fixing of Title PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plate of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of the lower most plate will be welded with MS angle iron frame 25mm x 25mm x 5mm. The angle iron frame of the lower plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Latering and printing arrows, borde etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1
1
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Providing & fixing of citizen information Board with PMGSY Logo at suitable place in the starting of the road as per attached drawing duly painted and written as per the MORD specification and dirextion given by Engineer in charge.Clause 1701 and Annexure 1700.1
1
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Providing & fixing of Maintenance information Board with PMGSY Logo at starting or Prominet location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge
1
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Other work
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Preperation of DPR Stage - l&ll including CBR test, supply of all material, labour, t&p etc required for proper completion of work. As per Direction of Engineer-in-Charge.
3
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Maintenance Activities:
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Emmergency Maintenance Activities :
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Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
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Ist year
451
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2nd year
431
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3rd year
390
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4th year
412
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5th year
395
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Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator,pol and all other charges required for proper compeletion of work
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Ist year
20
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2nd year
35
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3rd year
45
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4th year
55
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5th year
32
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification 1301
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Ist year
25
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2nd year
21
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3rd year
26
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4th year
22
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5th year
27
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Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD 8.90 specifications (for opening communication only)
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Ist year
14
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2nd year
18
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3rd year
20
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4th year
15
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5th year
19
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