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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹1.3 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.4 Cr+₹16.0 L (12.5%)Rejected-Finance | ₹1.4 Cr+₹16.0 L (12.5%) | L2 | Rejected-Finance NOT LOWEST |
| 3 | L3₹1.6 Cr+₹32.3 L (25.3%)Rejected-Finance BHAGAT SINGH CHOWK SURATGARH 335804 DISTT SRIGANGANAGAR RAJ | GANGANAGAR | RAJASTHAN | 335804 | ₹1.6 Cr+₹32.3 L (25.3%) | L3 | Rejected-Finance NOT LOWEST |
| 4 | L4₹1.6 Cr+₹34.8 L (27.3%)Rejected-Finance NURSERY SCHOOL 1 SECTOR 33 SUNCITY KURUKSHETRA ROAD KAITHAL 136027 HARYANA | KAITHAL | KAITHAL | HARYANA | 136027 | ₹1.6 Cr+₹34.8 L (27.3%) | L4 | Rejected-Finance NOT LOWEST |
| 5 | L5₹2.1 Cr+₹84.9 L (66.5%)Rejected-Finance | ₹2.1 Cr+₹84.9 L (66.5%) | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹2.0 Cr
EMD Value
₹2.7 L
Closing Date
8 Mar 2024, 6:00 pmClosed
CHIEF ENGINEER (AF) WAC PALAM
HQ CE (AF) WAC PALAM DELHI CANTT-10
ADDN/ALTN/IMPROVEMENT TO CERTAIN BLAST PENS ALONGWITH CCD INFRASTRUCTURE FOR BLAST PENS AT AF SURATGARH
2024_MES_637933_1
CEWAC/SUR/T-32/2023-24
Open Tender
Civil Works
Item Rate
182 days
GE (AF) SURATGARH
NIT AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹1,000
GE (AF) SURATGARH
₹2.7 L
Yes
2 May 2024
19 Jan 2024
11 Mar 2024
19 Jan 2024
8 Mar 2024
19 Feb 2024
Amount
Demolition of brick work built in cement mortar including all quions etc, complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed.
Taking down cement plaster on brick/stone surfaces including racking out joints hacking for key scrubbing down with water etc.complete all as specified and directed.
Excavation over areas not exc 1.5m deep and getting out in soft/loose soil, complete all as specified and directed.
Excavation in trenches in soft/loose soil n.exc 1.5 m wide and n.exc 1.5m in depth for foundation or shafts, wells, cesspits, manholes, pier holes, cable laying, sewage/water lines etc complete all as specified and directed .
Removal of surplus soil to a distance exc 1.50km but n. exc 5km and depositing where directed by Engineer-in-Charge.
Removal of surplus soil to a distance n. exc 50mtr and depositing where directed at a level not exc 1.5mtr above the starting point, complete all as specified and directed.
Returning, filling in soft/loose soil including spreading, levelling, watering and well ramming in layers not exc 25cm thick each complete all as specified and directed.
M& L for forming embankment for soils including raising (or lowering) earth , spreading in layers n. exc. 30cm thick watering, ramming/rolling up to 95% proctor density and finishing to required size shape etc n. exc 1.5mtr high from base complete all as specified and directed.
M& L for forming embankment for soils including raising (or lowering) earth , spreading in layers n. exc. 30cm thick watering, ramming/rolling up to 95% proctor density and finishing to required size shape etc exc 1.5mtr n. exc 3.0 mtr high from base complete all as specified and directed.
M& L for forming embankment for soils including raising (or lowering) earth , spreading in layers n. exc. 30cm thick watering, ramming/rolling up to 95% proctor density and finishing to required size shape etc exc 3.0 mtr n. exc 4.50 mtr high from base complete all as specified and directed.
M& L for forming embankment for soils including raising (or lowering) earth , spreading in layers n. exc. 30cm thick watering, ramming/rolling up to 95% proctor density and finishing to required size shape etc exc 4.5 mtr n. exc 6.0 mtr high from base complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed.
M & L for 100 mm thick plain cement concrete 1:2:4 type B-2 (Using 40 mm graded crushed stone aggregate) as in floors, hardstanding etc., complete all as specified and directed .
M & L for forming construction joint 30mm deep x 10mm wide and filled with grade 'A; sealing compound, complete all as specified and directed .
M & L for plain cement concrete 1:3:6 type C-2 (Using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed .
M&L for cement concrete (1:2:4) type B0 with12.5mm graded crushed stone aggregate as in coping, bedplates, wall through and the like including necessory form work , weathering slightly rounded or chamfered angles and throating complete all as specified and directed.
M&L for RCC design mix M-25(using 20mm graded stone aggregates) in Columns, pillars, posts & struts complete all as specified and directed(reinforcement to be measured separately).
M&L for RCC design mix M-25(using 20mm graded stone aggregates) in foundations, footing, plinth beams, bases for columns and mass concrete, complete all as specified and directed(reinforcement to be measured separately).
M&L for Reinforcement cement concrete M-25 design mix (with 20mm graded aggregates) in beams, cantilevers, bresssummers, lintel over 1.5 m span, complete all as specified and directed.
M&L Reinforcement cement concrete M-25 design mix (with 20mm graded aggregates) in slabs supported on walls, beams, and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed.
M&L reinforcement cement concrete, design mix, type M-25 (using 20mm graded stone aggregate) walls, retaining walls, basement walls, ballast walls and the like; anythickness;above top of footings including attached pilasters and buttresses complete all as specified and directed.
M&L for brick work with sub class 'B' Bricks straight or curved on plan exc 6m mean radius, built in cement mortar(1:4) complete all as specified and directed.
M & L for brick work with sub class 'B' bricks (Old size brick) straight or curved on plan in half brick walls built in cement mortar 1:4, complete all as specified and directed .
M&L flat 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 for rough finished surface of concrete complete all as specified.
M&L flat form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n. exceeding 200mm thick (Horizontal or sloping) for fair finished surface of concrete, complete all as specified and directed.
M&L for flat Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc; vertical or to batter for fair finished surface of concrete complete all as specified and directed.
M&L for flat form work 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 for fair finished surface of concrete, complete all as specified and directed.
M&L for square or rectangular Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc. for fair finished surfaces of concrete complete all as specified and directed.
M&L for Mild steel TMT reinforcement bars 8mm dia and over cut to length and bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as in reinforcement complete all as specified and directed.
All as per item No. 1.14 here in before but 5mm dia and over upto and incl 10mm dia in stirrups, spacers and binders.
S & F 4 mm galvanised mild steel plain wire complete all as specified and directed.
M&L for cast iron work grade FG 150, machine made, in pulleys and similar articles as required at site and each article weighing less than 5 kg complete all as specified and directed.
M&L for mild steel rolled section such as joist, beam, channel, angle iron, tee etc in available lengths to shape as required, drilling holes, notching for wire etc. including all necessary drilling and boring or revetting of similar work confirming to Fe-290 E-165 complete all as specified and directed .
M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement, complete all as specified and as directed.
M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces mixed with integral water proofing compound as per manufacture instructions and finished even and smooth without using extra cement, complete all as specified and as directed . Note: WPC shall be measured and paid seprately as supply only.
M&L for rendering 5 mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces on ceiling and finished even and smooth without using extra cement, complete all as specified and as directed.
M & L for flush pointing to brick walls in cement mortar 1:4 on fair faces of brick work complete all as specified and directed .
Supply only integral water proofing compound (ISI Marked) as approved all as specified and as directed.
M&L for preparing of new plastered surfaces of wall and applying three coats of white wash complete all as specified and directed .
M&L for preparing of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed .
M&L for preparing newly plastered surfaces of wall and applying two coats of water based exterior acrylic emulsion paint in camoufaging pattern (in multicolour as approved by GE) over a coat of exterior primer (water based) complete all as specified and directed.
M&L for painting new steel / iron surfaces of any description over 10 cm in width or girth with two coats of synthetic enamel paint over one coat of red oxide primer after preparation of the surface complete all as specified and directed.
M & L for extra for forming fair finished drains or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered or stopped etc complete all as specified and directed.
M & L for cleaning of existing PQC surfaces from dust and other impurities using pressurised air and water and applying two coats of water based exterior acrylic emulsion in camouflanging pattern (in multicolour psttern as approved by GE) over acoat of exterior primer (water based) complete all as specified and directed. complete all as specified and directed.
M&L for obliteration of existing painted surfaces of lines / dashes / arrows width not exceeding 30 cm with mechanical grinders as in concrete floors / hardstanding / tarmac areas / runway to match the existing surfaces complete all as specified and directed.
M&L for preparation of surfaces of roads, pavements and like and applying two coats of road marking paint such as lines, dashes, arrows, letter etc of any description over 10 cm width or girth not otherwise described complete all as specified and directed.
Removing of demolished concrete and disposed off by contractor on his own arrangement from site to out of Mod land including loading, unloading distance not exceeding 5 Km, complete all as specified and directed.
J & K CONSTRUCTION CO
M/S Shree Ram Enterprises
M/S GODARA CONSTRUCTION CO.
MSR INFRATECH
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