New Okhla Industrial Development Authority-NOIDA has published Maintenance Of Park ( Repair Of Rain Water Recharge Harvesting Near Mahamaya Flyover Sector-94 ) Noida .. Submission Date for this Tender is 18-08-2020. Bridge Work Tenders in NOIDA Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work :- M/o Park (R/o rain water recharge harvesting near Mahamaya Flyover sector-94) Noida. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-18, I.No.-6.1.1/P-108) | BI01010001010000000000000515BI0100001112 | 29.33 | Cum. |
| 2 | 2 | Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-18, I.No.-10.25.2/P-186) | 1440.6 | Kg. | |
| 3 | 3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (DSR-18, I.No.-5.2.2/P-95) | 3.36 | Cum. | |
| 4 | 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (DSR-18, I. No.-5.22.3/P-98) | 316.51 | Kg. | |
| 5 | 5 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-228) | 388.5 | Sqm | |
| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-18, I.No.-5.9.1/P-96) | 99.96 | Sqm. | |
| 7 | 7 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR-18, I. No.-23.6, P-398) | 60.21 | Cum. | |
| 8 | 8 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia (DSR-18, I. No.-23.3.3, P-397) | 140 | Mtr. | |
| 9 | 9 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia (DSR-18, I. No.-23.3.3, P-397) | 210 | Mtr. | |
| 10 | 10 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia (DSR-18, I. No.-23.3.3, P-397) | 140 | Mtr. | |
| 11 | 11 | Supplying and stacking at site : 90 mm to 45 mm graded stone aggregate (DSR-18, I.No.-16.3.1/P-271) | 59.5 | Cum. | |
| 12 | 12 | Supplying and stacking at site : 53 mm to 22.4 mm size stone aggregate (DSR-18, I.No.-16.3.3/P-271) | 35.7 | Cum. | |
| 13 | 13 | Providing and laying stone chips screening 4.75 mm (DSR-2018 Code No.-2903) | 17.85 | Cum | |
| 14 | 14 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-16, I.No.-2.10.1.2/P-77) (TAC) | 420 | Mtr. | |
| 15 | 15 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 10 (DSR-18, I.No.-18.34.1/P-339) | 14 | Nos. |
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