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Construction Of Rainwater Harvesting Pit In Moonidih Coal Washery Construction / Maintenance Of Buildings, Moonidih Coal Washery-Jharkhand

Bharat Coking Coal Limited-BCCL has published Construction Of Rainwater Harvesting Pit In Moonidih Coal Washery Construction / Maintenance Of Buildings. Submission Date for this Tender is 19-03-2021. Water Tank Tenders in Moonidih Coal Washery Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

27228011
Corrigendum : Construction Of Rainwater Harvesting Pit In Moonidih Coal Washery Construction / Maintenance Of Buildings
Open Tender
Indian
Jharkhand
Moonidih Coal Washery
19-03-2021

Tender Details

Construction Of Rainwater Harvesting Pit In Moonidih Coal Washery Construction / Maintenance Of Buildings

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Mar-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-03-2021

Key Value

Document Fees
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EMD
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Tender Value
INR 2.78 Lakhs /-

BOQ Items

Name of Work: “Construction of Rainwater Harvesting Pit in Moonidih Coal Washery” vide NIT No. :- BCCL/WD/ACE/Ten/MND/2020-21/08 dated 04/03/2021
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) /\nmanual means in foundation trenches or drains (not exceeding 1.5 m in\nwidth or 10 sqm on plan), including dressing of sides and ramming of\nbottoms, lift upto 1.5 m, including getting out the excavated soil and\ndisposal of surplus excavated soil as directed, within a lead of 50 m.\nAll kinds of soil. BI01010001010000000000000515BI0100001113 162.38 cum
2 2 Filling available excavated earth (excluding rock) in trenches, plinth,\nsides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up\nto 50 m and lift upto 1.5 m. BI01010001010000000000000515BI0100001114 92.13 cum
3 3 Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20\nmm nominal size) BI01010001010000000000000515BI0100001118 0.975 cum
4 4 Brick work in F&P with 1:6 cm BI01010001010000000000000515BI0100001119 27.83 cum
5 5 12 mm cement plaster finished with a floating coat of neat cement\nof mix : 1:4 (1 cement: 4 fine sand) BI01010001010000000000000515BI0100001120 17.88 cum
6 6 Supplying, filling, spreading & leveling stone boulders of size range\n5 cm to 20 cm, in recharge pit, in the required thickness, for all\nleads & lifts, all complete as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001123 7.5 cum
7 7 Supplying, filling, spreading & leveling gravels of size range 5 mm to\n10 mm, in the recharge pit, over the existing layer of boulders, in\nrequired thickness, for all leads & lifts, all complete as per direction\nof Engineer-in-charge. BI01010001010000000000000515BI0100001125 7.5 cum
8 8 Supplying, filling, spreading & leveling coarse sand of size\nrange 1.5 mm to 2 mm in recharge pit, in required thickness over\ngravel layer, for all leads & lifts, all complete as per direction of\nEngineer -in-charge. BI01010001010000000000000515BI0100001126 3.75 cum
9 9 Providing, hoisting and fixing up to floor five level precast reinforced cement\nconcrete work in string courses, bands, copings, bed plates, anchor\nblocks, plain window sills and the like, including the cost of required\ncentering, shuttering but excluding cost of reinforcement, with 1:2:4 (1\ncement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001127 1.08 cum
10 10 Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete upto plinth level. Cold twisted bars BI01010001010000000000000515BI0100001128 75.25 kg
11 11 Providing and fixing on wall face unplasticised Rigid PVC rain water\npipes conforming to IS : 13592 Type A, including jointing with seal\nring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes. 110 mm diameter BI01010001010000000000000515BI0100001129 200 m
12 12 For 150 mm (6") dia. Bore hole for 0-30 m BI01010001010000000000000515BI0100001130 30 m
13 13 Supplying of PVC casing for 20 m in every borehole BI01010001010000000000000515BI0100001131 20 m
14 14 Lowering of casing BI01010001010000000000000515BI0100001132 20 m
15 15 Carriage of materials by mechanical transport including loading, unloading and stacking Earth BI01010001010000000000000515BI0100001133 70.25 cum
16 16 Providing M.S. foot rests including fixing in manholes with 20x20x10\ncm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded\nstone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar BI01010001010000000000000515BI0100001134 20 each
17 17 Supplying and fixing C.I. cover without frame for manholes :\n455x610 mm rectangular C.I. cover (light duty) the weight\nof the cover to be not less than 23 kg BI01010001010000000000000515BI0100001135 3 each
18 18 Providing and fixing on wall face unplasticised - PVC moulded fittings/\naccessories for unplasticised Rigid PVC rain water pipes conforming\nto IS : 13592 Type A, including jointing with seal ring conforming to\nIS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend BI01010001010000000000000515BI0100001136 20 each
19 19 Providing and fixing unplasticised -PVC pipe clips of approved design\nto unplasticised - PVC rain water pipes by means of 50x50x50 mm\nhard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement\n: 4 coarse sand) and making good the wall etc. complete. 110 mm BI01010001010000000000000515BI0100001137 30 each
20 20 Total impact of GST for the purpose of CTC BI01010001010000000000000515BI0100001143 1 Nos
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