Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Jun 2022
Closing Date6 Jul 2022
Tender Amount₹ 5,22,03,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_78614_2Bid Award Id
ViewTender No
CCERWCSBD-Online-15/2022-23Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Sinking of single circular well specified external diameter through all types of strata namely sandy soil, clayey soil & rock as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level.
(Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be
made for such items)
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-
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A) In all kinds of Soil up to 10.00 m
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-
-
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i) For 7.5m dia abutment wells
12
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21263.43
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ii) For 6.5m dia. pier wells
8
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17274.4
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2) In Soft Rock
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-
-
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a) For 7.5m dia abutment wells
10.23
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240418.96
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b) For 6.5m dia. pier wells
14.7
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181672.48
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3) In Hard Rock
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-
-
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a) For 7.5m dia abutment wells
1.2
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483385.14
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b) For 6.5m dia. pier wells
1.2
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365269.76
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RCC of grade M-25 grade in well curb/Well steining as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 &
2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
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(i) Well curb
92.86
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9479.52
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(ii) Well Steining
734.94
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7933.98
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Providing RCC of grade M-30 in substructure, well cap, i.e. girders, dirt wall, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000,1200, 1600, 1700,2200, 2702, 2703 & 2704
of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
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-
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Abutment & Pier cap
12.08
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8230.25
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Dirt walls
12.87
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9345.41
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Super structure
345.57
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19509.52
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Wearing coat
46.67
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6371.65
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Well Caps
217.94
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8230.25
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Abutment & Piers Shaft,
116.68
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7068.63
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Wing walls& Tie Beam
5.36
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12876.76
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Railing & Posts
151.92
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2173.73
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Approach Slab
15.75
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6371.65
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Road kerb
20.37
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10088.85
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PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-
charge.
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(i) Bottom plugging
217.31
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4732.41
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vbrator
,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
7.88
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4544.29
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Providing of P.C.C M-15 grade in foundation & pilnth wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
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Retaing wall Foundation
175.4
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4234.13
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Retaing wall Sub Structure
243.6
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4284.6
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PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
23.81
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4297.39
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Providing ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade Fe500D satisfying to IS-1786-1985 in bridge work, retaining walls etc as per drawings and technical specification and as per Section.900, 1000, 1200, 1600,2100, 2200, 2300
& 2700 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1697.47
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9228.79
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Providing, filling clean sand of approved quality inside the wells & in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
426.61
-
527.66
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Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
241920
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1.01
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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-
charge.
30
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9225.97
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Providing rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
280.37
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1549.92
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Providing weep holes in abutment, wing wall, return wall and retaining wall etc with 100mm dia
A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
267.2
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185.21
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Providing and fixing R.C.C. M-20 grade guard posts of 1200mm height and 150 mm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
90
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705.28
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Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
42
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43.9
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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in Charge.
57.5
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1609.61
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Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
652.88
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117.69
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Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as per section 1200 of MoRT&H specification for Road & Bridge works (5th Revision) and as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
161.46
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157.81
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Labour for fitting and fixing anchor bars as per drawing with 25mm to 32mm dia of 3.00 meter long to the foundation of piers/abutment of bridge work to the required depth in all types of rock after drilling holes, grouting with epoxy cement or cement mortar in required proportion as per approved drawing and technical specifications of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge including cost conveyance with all leads and lifts and T&P and all other machineries with cost of all labour etc. required for the work complete in all respect as directed by the Engineer-in-charge (Excluding cost of steel).
88
-
92.75
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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge
works (04th Revision).
5804.22
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132.52
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Providing ,laying and compacting of WBM base Course including preparation and compacting & spreading of clean and crushed aggregate to proper grade and camber including application of screening for interlocking sprinkling of water and rolling with power rolle as per clause 406 of MoSRT & H specifications for road & bridge works.(5th Revision)
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WBM-Gr-III
182.25
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2104.48
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Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.
481.5
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754.98
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Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm & using Plasticizer as approved, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 of MORD Specification for Rural roads including cost,conveyance,royalty,taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
437.4
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5388.47
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Clearing and grubbingof road land including uprooting vegetationgrass,shrubs,sapling and trees of girth upto 300mm. Removal of stumps,disposal of unserviceable materials and stacking of serviceable materials upto 100 mtrs. From road boundary as per MOST Specification. Clause 201
2700
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6.19
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Furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods and watering etc complete as per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of the
Engineer-in-charge.
900
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18.97
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