Yantra India Limited Tender
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Yantra India Limited Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 May 2024
Closing Soon30 Dec 2024
Tender Amount₹ 1,72,31,164
Costs
EMD
₹ 2,47,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YIL_195081_1Tender No
MSF/22/2023-24/COTender Authority
Yantra India Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
TENDER ACCEPTANCE LETTER
BOQ Items
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Removing of excavated earth/ building materials/debris to a distance of 500 m or part thereof , beyond the lead included in the rates, including loading, unloading and stacking at the earmarked place as directed by E-I-C.
166.5
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Supplying, laying bricks, laid dry, sub class B, laid flat including 25mm thick layer of sand and filling the joints with the same in floor, base. Material & Labour
180
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Providing PCC TYPE-B-1, 1:2:4 with 20mm graded aggregate on under floor, filling and mass concrete, drain. Material & Labour
18
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Providing and fixing double scaffolding system (cup lock type, or telescopic prop) on the exterior side and interior side (Double side scaffolding to Prop the beams), up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .
3500
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Chipping of old concrete surface unsound/weak concrete material with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges 50mm average thickness including taking down loose /damage/breakage concrete of any description and nature at any place,position & height as per site requirement from RCC columns, bracing, beams etc carefully without damaging existing serviceable structure including cleaning the rusted reinforcement bars with "Rust Remover" of approved make (Pidilite, Fosroc, Sika or equivalent) and water including disposal of debris and rubbish from site all as specified and directed.
2815
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Applying one coat of Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make over entire cleaned & prepared surfaces for bonding new concrete with old concrete surfaces including applying one coat of Epoxy Zinc rich primer (wherever required) of approved make, for cathodic protection of reinforcements. Coating as per manufacturer's specification, instruction complete all as specified and as directed. Make: Pidilite, Fosroc, Sika or equivalent.
2815
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Cleaning of reinforcement Bars above 12 mm diameter from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
24000
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M&L 6 mm tack welding in repair n exc 2.5 cm in length @ 150 mm centre to centre but for connecting/jointing new or old reinforcement in any position complete all as specified and as directed.
400
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Mild steel TMT bars of required dia, cut to length,bent to shape required, including crancking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. including lapping/ welding as directed to the existing one where reinforcement has been reduced by more than 20 % and jacketing reinforcement complete in all respect as specified and as directed.
a) height upto 7.5 metre from ground level
23500
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All as per item no.-11.01 herein before but height exc 7.5 metre and n exc 15 metre.
16850
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Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. Rough finished square, rectangular concrete surfaces. Complete all as specified and as directed.
549
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Formwork to sides and soffits of
floor or roof beams, beam haunchings, girders, bressummers,
lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.
height upto 7.5 metre from ground level
650
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All as per item no.-12.02 herein before but height exc 7.5 metre and n exc 15 metre.
650
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Formwork to sides of pillars,
posts, struts, piers, columns
and stanchions
height upto 7.5 metre from ground level
732
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All as per item no.-12.04 herein before but height exc 7.5 metre and n exc 15 metre.
720
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Reinforced Cement Concrete in
plinth beams; bases for Type B-1 1:1½:3 (20mm graded aggregate) complete. Material & Labour.
51.5
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Reinforced Cement Concrete in
Beams,cantilevers,bressummers,
lintels over 1.5m span for Type B-1 1:1½:3 (20mm graded aggregate) complete. Material & Labour. height upto 7.5 metre from ground level
52
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All as per item no.-13.02 herein before but height exc 7.5 metre and n exc 15 metre.
52
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Reinforced Cement Concrete in
Columns, pillars, piers, posts
and struts for Type B-1 1:1½:3 (20mm graded aggregate) complete. Material & Labour. height upto 7.5 metre from ground level
83
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All as per item no.-13.04 herein before but height exc 7.5 metre and n exc 15 metre.
82
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Plastering 12mm thick, providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
a) height upto 7.5 metre from ground level
1382
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All as per item no.-14.01 herein before but height exc 7.5 metre and n exc 15 metre.
1373
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Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
100
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Providing and injecting approved Epoxy injection grout in concrete/ RCC work of approved make in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge.
(The payment shall be made on the basis of actual weight of approved
grout injected.)
400
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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
350
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f) Shotcreting R.C.C. 50mm thick in Grade M 25 with cement content not less than 330 kg per cum in OHT Soffit slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer-in-Charge
Note: Rates shall include the providing necessary ground wires etc. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument.
350
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Outside Plastering of Tank Wall & Soffit avarage 25mm thick in 2 layers, providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
height exceeding 15 metre and n exc 18 metre
580
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Inside Plastering of Tank Wall 12mm thick, providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
320
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Taking up Cast Iron water mains with flanged ends including disconnecting pipes with fittings and refixing the same including renewal of unserviceable bolts, nuts, washers, gaskets etc as required.
a) 150 mm nominal bore
OLD FLASHING & OVERFLOW PIPELINE TO BE RETAINED
60
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Taking up Cast Iron water mains with flanged ends including disconnecting pipes with fittings
a) 150 mm nominal bore
OLD SUPPLY & DELIVERY PIPELINE TO BE REPLACED WITH NEW PIPES
120
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Providing & fixing Cast iron pipes 150MM DIA NOMINAL BORE with flanged ends, centrifugally cast, class B, in any length including short lengths, without any allowance
for cutting and waste in rising mains on supports above ground level include cost of C.I. screwed and drilled flanges and screwing tight and flush with ends at right angle to the axis of pipe including proper facing of flanges
120
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Supplying, laying, fitting & fixing of Cast iron flanged pipes fittings as bends, Tapers, Tee pieces (single & double branch) any radius and straight connecting pieces but all end flanged. The joints of pipeline should be made water proof. Up to 150 mm nominal bore
1050
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Supplying, fitting & fixing MS Bands, Strap, Supports or Stays for pipeline conforming to Fe-290 (Gde-E-165) including bolts if required, all necessary cutting to shape welding to pipe, drilling for bolt all included.
240
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Supply & Fixing of 150mm dia Sluice Valve Class PN 1.6 flanged end Cast Iron Body, Stainless Steel or Bronze Gate & Lever all complete
18
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Supply, fabrication erection of Stairs (framed) with MS Framework conforming to Fe 410-W (Gde-E- 250)
quality- A including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. including cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or onnecting with bolts and nuts (including rivets or bolts and nuts), roviding and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete.
2200
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Supplying & applying two coats of synthetic enamel gloss paint over a coat of red lead primer on surface ( Steel truss, gate etc) after preparation of surface. Make: Asian, Berger, ICI. Complete all as specified and as directed.
250
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Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.: Make Asian (Apex), Berger (Weather proof), ICI (Weather Shield). Complete all as specified and as directed.
3335
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