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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹42.9 LAccepted-AOC | L-1 | Accepted-AOC Lowest bidder | |
| 2 | L-2₹43.9 L+₹99,319.50 (2.31%)Rejected-Finance HOUSE NO 138 B HILL VIEW LANE NO 03 INDRA NAGAR SRINAGAR 190004 J K | SRINAGAR | JAMMU AND KASHMIR | 190004 | L-2 | Rejected-Finance other than L-1 | |
| 3 | L-3₹44.5 L+₹1.5 L (3.53%)Rejected-Finance | L-3 | Rejected-Finance other than L-1 | |
| 4 | L-4₹46.4 L+₹3.5 L (8.10%)Rejected-Finance | L-4 | Rejected-Finance other than L-1 | |
| 5 | L-5₹49.7 L+₹6.8 L (15.7%)Rejected-Finance | L-5 | Rejected-Finance other than L-1 |
Tender Value
₹47.9 L
EMD Value
₹95,840
Closing Date
12 Aug 2023, 6:00 pmClosed
Maj. Sujith Mohan, GE
Garrison Engineer 864 Enggr Wks Sec, PIN-913864,C/o 56 APO
Provn of main gate with compound wall and open parking shed in front of bldg No.P-762 at HQ Corps, Def and Emp Coy and certain Minor and Revenue works at BB Cantt, Srinagar
2023_MES_608677_1
864/WS-45/2023-24
Open Tender
Civil Works
Item Rate
180 days
B B Cantt.
AS PER TENDER
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹95,840
Yes
2 Sept 2023
11 Jul 2023
14 Aug 2023
11 Jul 2023
12 Aug 2023
26 Jul 2023
Amount
Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed.
M & L for excavation in post holes each n.exc 0.50 cum and getting out in soft/loose soil including returning, filling in and ramming earth etc and removing surplus soil to a distance n exc 50 M and making good surface complete all as specified and as directed.
M & L for PCC 1 : 2 : 4, type B-2 using 40 mm graded crushed stone aggregsate as in foundation and mass concrete complete all as specified and as directed.
M & L for PCC 1 : 2 : 4 type B-1, using 20mm graded crushed stone aggregate as in lintel upto 1.5m clear span, cills, steps, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs, bed block etc complete all as specified and directed
S&F rolled steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Gde Fe 410-W (Gde- E-250) quality-A complete all as specified and as directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary & counter sunk) forming holes, with riveted, bolted or welded attachment of Gde Fe 410-W (Gde- E-250), quality-A complete all as specified and as directed.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour, 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
S&F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour, 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
M&L for preparation of new steel surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over and including one coat red oxide primer, complete all as specified and directed.
Excavation in trenches not exceeding 1.5M wide for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, lying of pipes, cable etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
M & L for PCC 1 : 4 : 8, type D-2, using 40 mm graded crushed stone aggregsate as in foundation, filling and mass concrete complete all as specified and directed.
M & L for brick work sub class B old size brick straight or curved on plan exc 6m mean radius build in CM (1:6), complete all as specified and directed.
Use and waste of form work to sides of concrete foundation, footings, plinth beam etc, vertical or to batter for rough finished surface complete all as specified and directed.
M & L for RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregsate as in foundation, footings, foundation beam, plinth beams and bases of columns, basement slabs, and mass concrete complete all as specified and directed.
Use and waste of form work to sides of pillars, posts, struts, piers, columns for rough finished surface complete all as specified and directed.
M & L for RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregsateas in pillars, posts, struts, piers, columns complete all as specified and directed.
Use and waste of form work to sides and soffits of floor or roof beams, beam, lintels, cantilevers etc for rough finished surface complete all as specified and directed.
M & L for RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregsateas as in beams, cantilevers , bressummers, lintels over 1.5 m span complete all as specified and directed.
Returning filling in including spreading, leveling and well ramming, in layers not exceeding 25 cm each layer of any type of soil complete all as specified and directed.
Removing surplus excavated material from site to a distance not exc 50 mtrs from starting point and depositing where directed at level not exceeding 1.5 mtr above the starting point complete all as specified and directed.
M&L for TMT bar 10mm dia and over, cut to length, 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 or securing with clips, complete all as specified and as directed.
M&L for TMT bar 5 to 10mm dia, as in stirrups, spacers etc, cut to length, 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 or securing with clips, complete all as specified and as directed.
M&L for providing 40mm thick precast cement concrete louvres and jallies in PCC 1:2:4, type B-0,using 12.5mm graded crushed stone aggregate, including suitable reinforcement, all moulding etc set in CM 1:4 complete all as specified and directed.
M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:6) to be finished even and smooth without using extra cement, complete all as specified and directed.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed
M&L for Glazed ceramic coloured tiles in vertical surface 300x 200x 7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering in CM 1:3, complete all as specified and directed.
M & L for broken stone hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M & L for 100mm thick PCC 1:2:4, type B-2, using 40mm graded crushed stone aggregate as in path etc complete all as specified and directed.
M&L for chequered cement concrete tiles 30cm X30cmX25mm thich set, joined and pointed in neat cement slurry in floors with grey cement and pigment fixed over and including 15mm thick screed bed in cement mortar 1:4 , complete all as specified and directed.
S & F mild steel work in framed work as in doors or gates of angle or other sections, prepared for hanging with and including either hooks and hinges, and hanging also fastening and fixing complete conforming to Gde Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed.
M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:6) to be finished even and smooth without using extra cement, complete all as specified and directed.
M&L for framed work such as grills, gratings, 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 and similar work conforming to Fe-290, Gde-E-165 with ends of bars shouldered/rebated, framed guard bar, railing, locking arrangement etc conforming to Fe-410-O etc complete all as specified and directed.
M & L for PCC 1:2:4, type B-2, using 40mm graded crushed stone aggregate as in surface channels and drains including necessary form work complete all as specified and directed.
M & L for precast RCC 1 : 2 : 4 Type B1, using 20mm graded crushed stone aggregate as in cover slab for manholes, chajjas, mangers, shelves, drain covers of required shape etc. set in CM 1:4 complete with joints to match complete all as specified and directed.
S&F 450mm bore RCC pipe, class NP-2, laid in trenches and jointed with collars complete all as specified and directed.
M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:4) to be finished even and smooth without using extra cement, complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
Cutting into existing bituminous road/PCC footpath and making good the disturbed surfaces with bitumen road materials solling, WBM, bitumen carpet etc/ PCC 1:2:4 type B-2 for appox 4 to 6mtr length and any size of width and depth upto 900mm complete all as specified and directed.
Excavation over areas not exc 1.5 m deep and getting out in any type of soil complete all as specified and as directed.
M&L for PCC (1:2:4), Type B1 using 20mm graded stone aggregate as in coping and benching to manholes including weathering, slightly rounded or chamfered with necessary form work complete all as specified and directed.
M & L for PCC 1 :4: 8 Type D-2, using 40mm graded crushed stone aggregate as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
M & L for PCC 1 :4: 8 Type D-2, using 40mm graded crushed stone aggregate as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
S&F 200mm bore RCC pipe, class NP-2, laid in trenches and jointed with collars complete all as specified and directed.
S&F 300mm bore RCC pipe, class NP-2, laid in trenches and jointed with collars complete all as specified and directed.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade st.-240 complete all as specified and directed.
M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over one coat red oxide primer of any description not otherwise described not exceeding 10cm width or girth, complete all as specified and directed.
S & F 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and directed.
Roughning surfaces of old concrete floors by picking, sweeping clean and wahsing down with water to remove dust and brushing with neat cement slurry @ 3 Kg per Sqm complete all as specified and directed.
M&L for granite stone slab as in floor 18-20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including cutting and polishing laid over and inluding 15mm thick screed bed in CM 1:4 complete all as specified and directed.
M&L for 18-20mm thick granite stone slab (of any type) machine cut as in skirting/dado, jointed with grey cement slurry and pointed with white cement with admixture or pigment to match the shade of granite stone fixed over and including 10mm thick bedding layers in cement mortar 1:4 complete all as specified and directed.
M&L for chequered cement concrete tiles 30cm X30cmX25mm thich set, joined and pointed in neat cement slurry on vertical surface with grey cement and pigment fixed over and including 10mm thick rendering as backing coat in cement mortar 1:3 , complete all as specified and directed.
S&F Steel rolling shutters made of 1.25mm thickness of laths, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or gear operated type with bevel gear box and crank handle complete all as specified and directed.
S&F Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed.
S&F Ball bearing for rolling shutters complete all as specified and directed.
M&L for cutting holes into or through reinforcement cement concrete slabs, chajjas, etc. reinforced or otherwise and filling with PCC 1 : 2 : 4 Type B-1 using 20mm graded crushed stone aggregate for superficial area n.exc 10 Sqcm complete all as specified and directed.
S & F hard drawn steel wire fabric weight not exc 4 Kg per sqm cut to lengths, bent to shape required & tying with & including mild steel wire (annealed) not less than 0.9mm in dia supplied & fixed in reinforcement complete all as specified and directed.
M & L for precast cement concrete block masnory with solid blocks, 1: 3: 6 type C-1, using 20mm graged crushed stone aggregate, set in CM 1: 6, exc.10 cm in width and setting in mortar complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.
M & L for 25 mm thick PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in floor base for tiles etc complete all as specified and directed.
M&L for 75 mm thick PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in floor and finished the surface even and smooth without using extra cement complete all as specified and directed.
M&L for light shade vitrified ceramic tiles 10mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match fixed over and including screed bed or bedding layer 15mm thick in CM (1:6), complete all as specified and directed.
M&L for light shade vitrified ceramic tiles 10mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in skirting/dado/vertical surfaces etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match fixed over and including 10mm thick rendering in backing coat in CM (1:3), complete all as specified and directed.
M&L for 75mm thick cement concrete 1:3:6 type C-2 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints through out the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed.
M/S Vivek Gupta and Co
M/S BASHIR AHMAD MIR
M/S ATTAR BUILDERS
M/S NORTHERN ELECTRICAL WORKS
M/S DFA Enterprises
M/S Tajamul Ah Buchh
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