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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹41.8 L+₹1.3 L (3.22%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹47.2 L+₹6.7 L (16.5%)Rejected-Finance HOUSE NO 138 B HILL VIEW LANE NO 03 INDRA NAGAR SRINAGAR 190004 J K | SRINAGAR | JAMMU AND KASHMIR | 190004 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹48.6 L+₹8.1 L (19.9%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹49.4 L+₹8.9 L (22.0%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹4.5 L
EMD Value
₹91,000
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 covered shed for FOL dump at EW Bn, Spl repair to drainage system near bldg No.P-225 and P-226 at Unit line of ASC and Provn of sewage line from F Coy to women BK to CORPS Pro unit at BB Cantt, Srinagar
2023_MES_608687_1
864/WS-47/2023-24
Open Tender
Civil Works
Item Rate
180 days
B B Cantt.
AS PER TENDER
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹91,000
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.
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 40mm graded crushed stone aggregsate as in foundation, filling and mass concrete 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 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 1.5m clear span 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.
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 and binders 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.
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 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.
M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
S&F rolled mild 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 16mm dia mild steel screw bolt (machine made) with hexagonal or square head at one end and screwed the other or screwewd both ends, each screwed end to be fitted with washers and one hexagonal or square nut length of bolt exc 15cm and n exc 22.5cm long 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, 550Mpa 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, 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as 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.
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 applying two coats of synthetic enamel paint on new steel surface over one coat red oxide primer of any description not otherwise described exceeding 10cm width or girth, complete all as specified and directed.
S&F 20mm thick 2nd class softwood clean sawn boards or planks, width n exc. 25 cm as in eavs board/ wall boarding etc complete all as specified and directed.
M&L for preparation of new wooden surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer 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.
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 preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over chalk whitening preparatory to distempering complete all as specified and directed
M & L for broken stone hard core 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 75mm thick, PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in plinth protection / hard standing etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed.
Demolition of brick work or stone/ boulder masonry built in cement mortar complete all as specified and as 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 Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 Except stone complete all as specified and as directed. Note: old stone obtained from demolition shall be reused.
M&L for Raised pointing to random or polygonal rubble, un coursed or brought upto courses in cement mortar 1:3 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 PVC (SWR) pipes 110mm dia bore single sockets, in any length with rubber ring joints, laid in trenches or floors complete all as specified and directed.
M & L for precast cement concrete 1 : 2 : 4 Type B1, using 20mm graded crushed stone aggregate as in in win- dow or door cills, lintels, bressumers, steps,quoin blocks (for use with ma sonry), string courses, copings, kneelers, apexstones, pier caps, columns, posts, boundary pillars etc. set in CM 1:6 complete with joints to match 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 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.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description in any position 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.
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.
Excavation over areas exc 1.5 m but n.exc 3.0m deep and getting out in any type of soil complete all as specified and as directed.
Use and waste of form work to soffits of suspended slab such as roof slab, landings and similar work (Horizontal or sloping) for rough finished surface n.exc 200 mm thick complete all as specified and directed.
Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide for fair 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 slabs supported on walls beam and colums in floors, roofs, landind, deck slabs and shelves and the like complete all as specified and 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 TMT bar 8 to10mm dia, 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.
S&F PVC (SWR) vent cowl 110mm bore 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 100mm 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 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 100mm bore salt glazed ware drain pipe, of Grade 'A' laid in trenches and jointed with cement joint complete all as specified and directed.
S&F 200mm bore salt glazed ware drain pipe, of Grade 'A' laid in trenches and jointed with cement joint 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.
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.
M/S BASHIR AHMAD MIR
M/S Vivek Gupta and Co
M/S ATTAR BUILDERS
M/S DFA Enterprises
M/S NORTHERN ELECTRICAL WORKS
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