Cantonment Board-CB has published Improvement Of Rainwater Harvesting Scheme Along Main Road Leading To Bana Singh Enclave , Aps Shanker Vihar. Submission Date for this Tender is 23-12-2019. Water Harvesting Tenders in Delhi Cantt. Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Improvement of rainwater harvesting scheme along main road leading to Bana Singh Enclave near APS Shanker Vihar | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolition of Precast cement concrete, tiles of any description or thicknesses in floor, aprons etc. laid bedded and jointed and pointed with or without mortar. | 50 | Sqmt\n\n | |
| 2 | 2 | Demolition of any type of concrete, mettled road surfaces etc provided in any position and of any description, provided above or below ground level as per directions of Engineer-in-Charge | 40 | cumt | |
| 3 | 3 | Demolition of brick work or brick tiles built in cement mortar or cement lime mortar, as a whole or in portion, laid in any position as per direction of Engineer-in-Charge. | 30 | cumt | |
| 4 | 4 | Taking down cement plaster on brick or stone wall surfaces etc. Complete all as directed by the Engineer-in-Charge. | 50 | Sqmt | |
| 5 | 5 | Dismantling of Reinforced cement concrete drain pipes of any dia not exceeding 300 mm, jointed in cement mortar and taking out of trenches and dumping of RCC pipe to C&D waste collection centre at Village Jharera, Delhi Cantt | 10 | Rmt. | |
| 6 | 6 | M/L Brick work with Machine moulded modular bricks of class designation 100 including making horizontal and vertical grooves 10mm wide and 12m deep complete in cement mortar 1:4 (1 cement; 4 coarse sand) for manholes, retaining walls or walling etc, above or below ground level, complete all as directed by Engineer-in-Charge. | 100 | Cumt. | |
| 7 | 7 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes , etc not exc. 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard soil. | 500 | Cumt. | |
| 8 | 8 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes , etc not exceeding 10 sqm on plan and 1.5 m in depth and getting out in hard/ soft disintegrated rock by manual/ mechanical means (blasting of rocks for excavation is prohibited) complete all as specified and directed by the Engineer-in-charge. | 900 | Cumt. | |
| 9 | 9 | Excavating over areas not exceeding 1.5m deep and getting out in any type of soil | 500 | Cumt | |
| 10 | 10 | Excavating over areas not exceeding 1.5m deep and getting out in any type of Rocks, hard, for and disintegrated rocks & like | 500 | Cumt | |
| 11 | 11 | Excavating over areas exc. 1.5 m deep but not exceeding 3.00 m deep and getting out in any type of Rock, hard, for and disintegrated rocks & like | 1000 | Cumt | |
| 12 | 12 | Excavating over areas exceeding 3.00m but not exc. 4.5m deep and getting out in any type of Rock, hard, for and disintegrated rocks & like | 500 | Cumt | |
| 13 | 13 | Providing, supplying, lowering, laying & jointing of class SN-4 structured wall polythylene piping system (pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage application as per EN: 13476-3/IS 16098 (part -2) : 2013, polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all local and central taxes, transportaion, octroi, loading and unloading charges of fittting, provided with all necessary fittings (cost of fittings , rubber rings/gaskets etc complete) including filling in of granular materials laid and compacted all as specified/ directed by Engineer-in-charge for 300 mm internal diameter | 1400 | Rmt. | |
| 14 | 14 | Providing, supplying, lowering, laying & jointing of class SN-4 structured wall polythylene piping system (pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage application as per EN: 13476-3/IS 16098 (part -2) : 2013, polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all local and central taxes, transportaion, octroi, loading and unloading charges of fittting, provided with all necessary fittings (cost of fittings , rubber rings/gaskets etc complete) including filling in of granular materials laid and compacted all as specified/ directed by Engineer-in-charge for 250 mm internal diameter | 100 | Rmt. | |
| 15 | 15 | Supplying, filling , laying of fine sand of approved quality in the base and surrounding of HDPE pipe, asspecified and directed by Engineer-in-charge. | 500 | Cumt | |
| 16 | 16 | Providing & laying in position Ready mix concrete M-10 grade, machine batched, machine mixed, design mix concrete (excluding the cost of centering and shuttering,) placing in position, mechanical vibrated and finished including addition of admixtures in recommended portions (as per IS-9103) to accelerate/retard setting of concrete to improve work ability without tampering strength and durability laid to required slope and camber in panels as directed in accordance with IS 456-2000,transported to the site of work from approved RMC plant . Approved makes ND Con, Alcon, Techno, Spectrum, Orbit build tech, SS RMC, Raj Ready concrete, Metro, Shri Ram Cement concrete, L&T, Birla, Unitec, RDC, ACC, JK, Shaila, Empee con or having plant of minimum capacity of 60 cumt/and turn over should be minimum Rs. One crore per month or 4000 cum/month from the last one year upto proceeding month of opening tender. | 100 | cumt | |
| 17 | 17 | Providing & laying in position Ready mix concrete M-25 grade, machine batched, machine mixed, design mix concrete (excluding the cost of centering and shuttering,) placing in position, for Raft, Retaining wall Floor, Slabs, Beams Columns & like mechanical vibrated and finished including addition of admixtures in recommended portions (as per IS-9103) to accelerate/retard setting of concrete to improve work ability without tampering strength and durability laid to required slope and camber in panels as directed in accordance with IS 456-2000,transported to the site of work from approved RMC plant . Approved makes ND Con, Alcon, Techno, Spectrum, Orbit build tech, SS RMC, Raj Ready concrete, Metro, Shri Ram Cement concrete, L&T, Birla, Unitec, RDC, ACC, JK, Shaila, Empee con or having plant of minimum capacity of 60 cumt/and turn over should be minimum Rs. One crore per month or 4000 cum/month from the last one year upto proceeding month of opening tender. | 775 | cumt | |
| 18 | 18 | M&L, Rendering 15 mm thick on fair faces of brick work or concrete surfaces in 1:4 cement mortar (1 Cement : 4 coarse sand) and rendering is to be finished even and smooth with using extra cement as directed by Engineer – in – charge. | 500 | Sqmt. | |
| 19 | 19 | M&L, Rendering 15 mm thick on fair faces of brick work or concrete surfaces in 1:4 cement mortar (1 Cement : 4 coarse sand) and rendering is to be finished even and smooth without using extra cement as directed by Engineer – in – charge. | 100 | Sqmt. | |
| 20 | 20 | M/L Mild Steel TMT bars 8 mm dia (Fe-500) and over cut to length and bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding, with and including mild steel wire (annealed) not less then 0.9mm dia or securing with clips quality confirming to Fe – 410 S or Fe-410-O complete all as directed & specified by the Engineer-in-charge | 95000 | Kg. | |
| 21 | 21 | Supplied and fixed framed work such as grills, gratings, railings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-410-0 or Fe 310-0. | 100 | Kg. | |
| 22 | 22 | M/L 300 mmd dia, Boring/ drilling bore well of required dia for casing/ strainer pipe, for rainwater harvesting schemes, by suitable method prescribed in IS:2800(part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level, for all type of soils including Rocky strata and Boulders. | 450 | Rmt. | |
| 23 | 23 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & acessories etc all complete, for all depths, as per direction of Engineer-in-charge, 200 mm nominal size dia | 425 | Rmt. | |
| 24 | 24 | Supply & packing pea gravel of size 2.5mm around casing/ strainer pipe all as specified and directed by Engineer-in Charge. | 15 | Cumt | |
| 25 | 25 | Supplying and filling of aggregate for loose filling of gauge, 63 mm broken graded stone/boulders for recharge pits. | 30 | Cumt | |
| 26 | 26 | Supplying and filling of aggregate for loose filling in recharge pits, 20 mm graded stone grit. | 30 | Cumt | |
| 27 | 27 | Supplying and filling of coarse sand in recharge pit. | 30 | Cumt | |
| 28 | 28 | Supplying of SFRC Manhole covers & frames conforming to IS – 12592 (Part I) having clear opening of 560 mm dia as per details below: Heavy duty: \n Over all Total Approx\n Size in height weight\n mm mm (kg)\nFrame 840 150 102\nDetails \n\nCover 645 100 80\nDetails \n | 150 | Each | |
| 29 | 29 | Supplying of pre-cast gully grating Medium duty manhole covers and frames having opening of 600 mm x600 mm , using M-25 cement concrete. | 50 | Each | |
| 30 | 30 | M/L, Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) for fair finished concrete surfaces. | 450 | Sqmt. | |
| 31 | 31 | M&L Form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surfaces all as directed by the Engineer-in-charge. | 1800 | Sqmt | |
| 32 | 32 | M&L form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soflits of foundation and plinth beams etc for fair finished surface. | 175 | Sqmt | |
| 33 | 33 | M/L Formwork to edges of concrete flats, treads breaks in floors, window cills, concrete railings, opening is concrete walls, floor and roofs n. exc. 20 cm wide and sides of RCC/PCC bends in walls, horizontal or sloping and similar work exc. 10 cm but not exceeding 20 cm wide | 300 | Rmt. | |
| 34 | 34 | Providing and fixing at or near the ground level, factory made pre cast cement concrete kerb stone of design mix M-25 grade manufactured in joint less moulds on vibration compaction table and finished smooth as per required shape size and pattern and setting in position, in cement mortar 1:4 ( 1 cement 4 coarse sand ) jointing and pointing with cement mortar 1:2 (1 cement :2 fine sand ) including marking drainage opening where ever required complete etc as per direction of Engineer-in-Charge. | 10 | Cumt. | |
| 35 | 35 | Providing and fixing 60mm thick interlocking paver blocks of approved shape / pattern as directed by the Engineer-in-Charge, 60 mm thick, made out of C&D waste at C&D waste recycling plant established by East Delhi Municipal Corporation or other similar agency as approved by the Engineer-in-Charge. Interlocking paver blocks shall be purchased by the contractor as applicable rates fixed gy such units. Interlocking paver blocks be fixed and provided at site at indicated locations in a pattern approved / directed by Engineer-in-Charge, laid over a base of 30 mm (average) thick Jamuna sand and joints filled with fine sand and finally compaction of bedding sand and blocks laid over it, with vibratory plate compactors, till the top of each paving block is in level with its adjacent blocks complete as per directions of Engineer-in-Charge. | 100 | Sqmt. | |
| 36 | 36 | Returning filling including spreading, leveling, watering and well ramming the layers not exceeding 25 m all as directed by Engineer-in-Charge. | 1460 | Cumt | |
| 37 | 37 | Removal of Demolished material to C&D waste collection site established by Cantt Board, Delhi at Village Jharera, Delhi Cantt | 2000 | Cumt |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
