Public Health Engineering Department-PHED has published Construction Of Rcc Glr 1 Nos . 10Kl And 2 No 15Kl Under Gp Mangata Sub Dn . Dhorimana. Submission Date for this Tender is 26-10-2020. Reservoir Tenders in Barmer Rajasthan. Bidders can get complete Tender details and download the document.
Name of Work: Construction of RCC GLR 1 Nos. 10KL and 2 No 15KL under GP Mangata Sub Dn. Dhorimana | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Construction of RCC GLR of 10KL Capacity including Earth work for foundation, RCC work, accessories like ventilator, man hole cover, MS ladder, plinth protection, inlet pipe, outlet pipe for PSP CWT and washout pipe, puddle coller, hydraulic testing of sturcture, providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work, GA drawing and direction of EIC. 10KL Capacity | BI01010001010000000000000515BI0100001113 | 10000 | Liter |
2 | 2 | 15 KL capacity | 30000 | Liter | |
3 | 3 | Earth work in excavation in foundation trenches or drains incluiding dressing of sides & ramming of bottoms, lift upto 1.5 Mtr. Incluiding taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of surplus excavated soil as directed within a lead of 50 Mtr. All Kinds of soil | 6.411 | Cum | |
4 | 4 | P&L C.C. incl. curing compaction etc. complete using stone agg. 20mm nominal size in foundation and plinth, excluding cost of shuttering, using M-10 grade mix 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate) upto plinth level . | 9.6 | Cum | |
5 | 5 | Providing and laying in position specified grade of reinforced cement concrete including curing compaction. Finishing with rendering in cement sand mortar 1:3 (1 cement :3 coarse sand and making good the joints excluding the cost of centering shuttering and reinforcement -All work up to plinth level with 1:½:3 Mix (M-20) with 20mm in nominal size in aggregate. | 2.73 | Cum | |
6 | 6 | Reinforced cement concrete work in walls, pilasters, butteresses, plinth and string courses, fillets, columns pilars, piers etc upto floor three level, incl. Curing compaction, finishing with rendering in cement sand mortar 1:3 & makiang good the joints excl. cost of centering & shuttering, reneforcement 1:1½:3 mix (M-20) with 20 mm in nominal size in stone aggregate. | 3.3 | Cum | |
7 | 7 | Centring & shuttering with plywood or steel sheets including strutting, propping , bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc upto plinth level. | 7.5 | Sqm | |
8 | 8 | Centring & shuttering with plywood or steel sheets including strutting, propping , bracing bothways and removal of formwork for superstructure upto 4.5 Mtr. hight abvove plinth level for walls (any thickness) including attached pillasters, buttresses plinth & string courses. | 60 | Sqm | |
9 | 9 | Providing and fabricating steel reinforcement for R.C.C. work including cutting, bendiang, placing in position and binding comp. Including cost of binding wire) all comp. Upto floor thre level Cold twisted deformed bars (IS:1786) | 207 | Kg | |
10 | 10 | Providing lowering laying and jointing ISI marked HDPE pipes of PE 80 grade and PN-6 as per IS 4984 (amended upto date) including excavationin 50 % depth all kind of soil and 50 % depth in ordinaryRock including all local and central taxes, transportation freight charges,loading and unloading conveyance to site and stacking the same, cost of all labour material with sand bedding by available soil and required HDPE specials like bend, tees, joints etc and giving satisfactory Hydraulic field testing and commissioning as per prevailing PHED specification including Disinfection etc complete for following nominal diamter (OD) HDPE including connecting with existing system.for connecting Open well to CWR. 90 mm nominal diameter. | 300 | Mtr | |
11 | 11 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | 150 | PMtr |
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