Construction Of Check Dam Schemes Of Kansara Pabra Cd 37 Mouza Kansara Pabra Block Mejia Saltora In The District Of Bankura Under Wbadmip
Tender Value
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Estimated cost
Bid Submission
27 Mar 2021
0 days left
EMD
1.72 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BANKURA → West Bengal
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Not Available
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Not Available
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Address
Project Description
Construction Of Check Dam Schemes Of Kansara Pabra Cd 37 Mouza Kansara Pabra Block Mejia Saltora In The District Of Bankura Under Wbadmip
BOQ
| Name of Work: Construction of KANSARA,PABRA CHECK DAM-37 at Mouza:- KANSARA,PABRA , J.L NO:- 022,86,G.P:KUSTORA,PABRA, Block:-MEJIA,SALTORA Dist :- Bankura | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | BI01010001010000000000000515BI0100001123 | 5572.45 | CUM |
| 2 | 2 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).( B.) Do - by Fine sand.[PWD S.O.R-2017 Vol. I,Page No 2, Item no 4 (B) ] | BI01010001010000000000000515BI0100001124 | 271.331 | CUM |
| 3 | 3 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.[PWD S.O.R-2017 Vol. I,Page No .47, Item no. 3] | BI01010001010000000000000515BI0100001125 | 1148.88 | SQM |
| 4 | 4 | Ordinary Cement concrete (mix 1:2:4) with grade stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (d) With local hard blackstone variety chips (crusher broken)[PWD S.O.R-2017 Vol. I,Page No 24, Item no 4(d) & revised in 3rd CORRIGENDA & ADDENDA DATED 04.06.2018, Page No.-10 of 96 ] | BI01010001010000000000000515BI0100001126 | 1155.28 | CUM |
| 5 | 5 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work . | BI01010001010000000000000515BI0100001127 | 1476.12 | SQM |
| 6 | 6 | Bailing or pumping out water from foundation trenches. [PWD S.O.R-2017,Page No 4, Item no 7 ] | BI01010001010000000000000515BI0100001128 | 1600 | HP-HR |
| 7 | 7 | Supplying & laying of PVC Water-Stopes (as per IS 15058:2002) approved by E.I.C at contraction joints with all materials complete.[Rate is approved by DPD Technical DPMU,Bankura] | BI01010001010000000000000515BI0100001129 | 83 | M |
| 8 | 8 | Labour for Chipping of concrete surface before taking up Plastering work.[PWD S.O.R-2017, Page No 192, B. MISCELLANEOUS ITEMS Item no. 1] | BI01010001010000000000000515BI0100001130 | 96.9 | SQM |
| 9 | 9 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface][PWD S.O.R-2017, Page No 189, Item no 1 (ii/a)] | BI01010001010000000000000515BI0100001131 | 96.9 | SQM |
| 10 | 10 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m.[PWD Schedule Page No 192, Item no 15] | BI01010001010000000000000515BI0100001132 | 96.9 | SQM |
| 11 | 11 | Supply of stone / laterite boulders at site including cost of material, loading, unloading and carriage and including all incidental charges like Royalty,complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill)\nRate Analysis.Supply of laterite boulder at site .[ I & W schedule Page C-27, sl.no.- 2.94(c)] | BI01010001010000000000000515BI0100001133 | 243.54 | CUM |
| 12 | 12 | Labour charges for laying boulder/ shingles in apron or within wire netting of sausage for slope pitching including carriage upto 30 metre and all lifts & dressing the exposed faces etc. complete as per direction of the Engineer-in-charge. I) Boulder [I&W USoR Page C-17, sl.no.- 2.48 ] | BI01010001010000000000000515BI0100001134 | 243.54 | CUM |
| 13 | 13 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work).[PWD SoR: 2017, VOL-I B. MISCELLANEOUS ITEMS Page No. 1, Item no 3 ] | BI01010001010000000000000515BI0100001135 | 690.639 | CUM |
| 14 | 14 | Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineer-in-charge.\n(a) Stone / laterite boulder pitching[I&WD USoR Page No. C-20 Chapter -2 Item No. 2.65] | BI01010001010000000000000515BI0100001136 | 316.8 | SQM |
| 15 | 15 | 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 face. Complete as per drawing and Technical specifications. PWD (WB), Schedule of Rates : 2018 ,Volume III: Road & Bridge Works,CHAPTER - 13 SUB-STRUCTURE ,Page-304,Item No. -13.03 | BI01010001010000000000000515BI0100001137 | 54 | EACH |
| 16 | 16 | Supplying empty cement bag in good condition.PWD (WB), Schedule of Rates : 2018 ,Volume III: Road & Bridge Works,CHAPTER - 18 MISCELLANEOUS WORKS ,Page-336,Item No. -18.28 | BI01010001010000000000000515BI0100001138 | 900 | EACH |
| 17 | 17 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done incase of cement bags, (tying with a knot after filling will not be accepted), and stacking with in a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth / sand filled bags should not be less than 0.028 cum/ bag.[I&WD USoR Page No. C-12 Chapter -2 Item No. 2.27 ] | BI01010001010000000000000515BI0100001139 | 900 | EACH |
| 18 | 18 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.[USoR I&WD Item No. 2.29 Chapter -2 Page No. C-12] | BI01010001010000000000000515BI0100001140 | 900 | EACH |
| 19 | 19 | Supplying RC spun pipe (NP2) and matching collar as per specification including carriage upto a distance of 50 km from factory, loading, unloading and stacking properly at destination. A) 45 cm bore dia .[Pg 128, sl.no.- 5.31) of I & W schedule ] | BI01010001010000000000000515BI0100001141 | 7 | M |
| 20 | 20 | Labour charges for laying, fitting and fixing RCC spun pipes with collars (NP2) canal banks, roads, including caulking the joints of collar as and when necessary with cement morter(prop 1:2) jute & bitumen etc. as approved including preparing subgrade, curing including cost & carriage of sand and cement of etc complete(excluding cost & carriage of pipes & collars from Departmental stack yard)I&WD K.C Schedule Item No. 4, Page No-21. | BI01010001010000000000000515BI0100001142 | 7 | M |
| 21 | 21 | Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin-charge) excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.[I&WD USoR Page No. C-31, sl.no.- 3.11 ] | BI01010001010000000000000515BI0100001143 | 448.52 | KG |
| 22 | 22 | Supplying, fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole into wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-incharge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel. | BI01010001010000000000000515BI0100001144 | 269.56 | KG |
| 23 | 23 | Supplying Gun Metal Bush for screw gearing arrangement required for hanging arrangement of draw shutter and fitting & fixing with the screw gearing operating the draw shutter etc. complete as per direction of the Engineer-in-charge. (a) 50 mm dia. | BI01010001010000000000000515BI0100001145 | 2 | EACH |
| 24 | 24 | Supplying, fitting & fixing Cast Iron wheel , rim made of 28 mm. to 36 mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc. complete as per direction of the Engineer-in-charge.(a) 45 cm dia. | BI01010001010000000000000515BI0100001146 | 2 | SET |
| 25 | 25 | Supplying/Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter as per direction of the Engineer-in-charge.(The old materials to be returned to departmental godown.)(a) 50 mm. dia . | BI01010001010000000000000515BI0100001147 | 9.75 | M |
| 26 | 26 | Supplying, fitting & fixing in position rubber seal arrangement for making water tight including M.S.flats, bolts and nuts and making holes in the shutter leaf for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge.USoR I&WD Item No. 3.31 Chapter -3 Page No. C-33 | BI01010001010000000000000515BI0100001148 | ||
| 27 | 26.1 | (i)Double bulb rubber seal (Bottom seal) 150 mm X 44 mm | BI01010001010000000000000515BI0100001149 | 0.9 | M |
| 28 | 26.2 | Supplying/Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter as per direction of the Engineer-in-charge.(The old materials to be returned to departmental godown.)(a) 50 mm. dia . | BI01010001010000000000000515BI0100001150 | 1.8 | M |
| 29 | 26.3 | Supplying/Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter as per direction of the Engineer-in-charge.(The old materials to be returned to departmental godown.)(a) 50 mm. dia . | BI01010001010000000000000515BI0100001151 | 0.9 | M |
| 30 | 27 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). PWD (WB), Schedule of Rates : 2018 Volume III: Road & Bridge Works CHAPTER - 8 TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES,Page No 270, Item no 8.06 | BI01010001010000000000000515BI0100001152 | 2 | SQM |
| 31 | 28 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work) Ref:- Ref:- W.R.I.DD Revised S.O.R on dated 09.11.2020 Page-73 10.00 Earth work in excavation for WDS / WHS / RESERVOIR / SFMIS etc. Item no-1 | BI01010001010000000000000515BI0100001153 | 7249.84 | CUM |
AI Tender Summary
Tender Timeline
Feb 24, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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