Pradhan Mantri Gram Sadak Yojana Tender
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Costs
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Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_84522_1Bid Award Id
ViewTender No
CCERWCSBD-Online 34/2022-23Tender 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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A) In all kinds of Soil up to 10.00 m
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i) For 7.5m dia abutment wells
8.28
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22122.45
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ii) For 6.50 m dia. pier wells
6.37
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18080.88
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B) In Soft Rock
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-
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i) For 7.5m dia abutment wells
22.73
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221521.6
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ii) For 6.50 m dia. pier wells
36.95
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167392.69
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RCC of grade M-25 grade in well curb/Well steining/Super Structure 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
124.34
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9540
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(ii) Well Steining
297.42
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8448.1
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(iii) Railing & Posts
217.96
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2491.4
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(iv)Well Cap
294.91
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8286.1
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(v) Abutment & Piers Shaft,
268.54
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7148.76
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(vi)Wing walls& Tie Beam
93.5
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12835.69
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RCC of grade M-20 grade in Well steining / Railing & Posts 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 Steining
991.58
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8133.3
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Providing RCC of grade M-30 in well cap, girders, dirt wall, approach slab, 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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Abutment & Pier cap
17.68
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8308.46
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Dirt walls
15.08
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9400.4
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Road Kerb
14.99
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8695
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Super Structure
409.08
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23993.18
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Wearing coat
61.3
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5686
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Approach Slab
18.16
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5285.03
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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
303.62
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4629.4
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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
107.32
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4385.2
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Providing of P.C.C M-15 grade in Sub Structure 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.
619.5
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4372.64
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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.
52.38
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4227.23
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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.
2334.82
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9123.06
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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.
1386.95
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314.85
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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)
322560
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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.
37.5
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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.
835.55
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1467.68
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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.
115
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107.24
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Back filling behind abutment, wing wall & return wall complete as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 2500 of MoRT&H specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge.
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Granular material
420.05
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633.26
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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.
24
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843.43
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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.
56
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43.89
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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.
58.29
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1600.72
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Cement Washing two coats 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.
363.35
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26.4
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Painting two coats over a coat of primer with approved cement paint & primer to the guard post, railing, kerb, box girder etc. including cost of all materials labour T&P required for the work complete in all respect & as directed by the Engineer -in- charge.
790.6
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35.24
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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).
349
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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 (05th Revision).
9841.52
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132.6
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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 roller as per clause 406 of MoSRT & H specifications for road & bridge works.(5th Revision)
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WBM Gr-II
171.45
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1871.6
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WBM Gr-III
171.45
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1992.1
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Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc complete.
593.1
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682.5
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Providing and applying tack coat on the prepared bituminous surface using rapid setting bitumen emulsion (Grade R.S.-1) as per technical specifications as per Section 900 and Clause
501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
2286
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22.98
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , T &P etc complete and as per direction of the Engineer -in- charge.
2286
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181.17
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Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for 10sqm including hire & running charges of mechinaries , labour, T&P required for the work as per specification & direction of
Engineer-in-Charge.
2286
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74.7
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Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
1680
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17.73
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Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per specification and as per the direction of Engineer -in –charge.
2324.3
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2.02
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