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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-AOC | L1 | Accepted-AOC DUE TO LOWEST ONE | |
| 2 | L2₹34.2 L+₹6.9 L (25.2%)Rejected-Finance | L2 | Rejected-Finance DUE TO NOT BEING L1 | |
| 3 | L3₹34.5 L+₹7.1 L (26.0%)Rejected-Finance | L3 | Rejected-Finance DUE TO NOT BEING L1 | |
| 4 | L4₹37.5 L+₹10.2 L (37.2%)Rejected-Finance | L4 | Rejected-Finance DUE TO NOT BEING L1 | |
| 5 | L5₹37.6 L+₹10.2 L (37.4%)Rejected-Finance R O RAWALPORA WANBAL YAIYAL TEH DISTT SRINAGAR J K PIN 190005 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190005 | L5 | Rejected-Finance DUE TO NOT BEING L1 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
24 Aug 2020, 6:00 pmClosed
GE 861 EWS
GE 861 EWS C/O 56 APO
REPAIR TO DRAINS, PCC PATH, SECURITY WALLS, PARAPET WALLS, FENCING, HARD STANDING, RETAINING WALLS, CULVERTS, SEPTIC TANKS AND ALLIED WORKS AT KHREW AND SHER-E-SHALI UNDER GE 861 EWS.
2020_MES_366914_1
GE 861EWS-41/2020-2021
Open Tender
Civil Works
Item Rate
180 days
UNDER GE 861 EWS
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE 861 EWS
₹98,000
Yes
1 Sept 2020
6 Aug 2020
26 Aug 2020
6 Aug 2020
24 Aug 2020
17 Aug 2020
Amount
Demolition of cement concrete (unreinforced in ground floors & pavings n.exc 15 cm thick (below or above ground level)
Demolition of brick work or stone masonry built in cement mortar including all quions, pillars, pillasters etc. complete all as specified and directed.
Demolition of cement concrete (Unreinforced) in ground floor and paving n exc 15 cm thick below or above ground level complete all as specified and directed
Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for key scrubbing down with water etc
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store.
Walling random rubble masonry with best quality stone, uncoursed, well bonded, bedded, solidly hearted and built in CM 1:4, all as specified.
All as per the description of item No 6 here-in- before but but except stones.
Walling random rubble masonry with best quality stone, uncoursed, well bonded, bedded, solidly hearted and built in CM 1:6, all as specified.
All as per the description of item No 8 here-in- before but but except stones.
M&L Flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:3, complete all as specified.
M&L Brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified.
M&LBrick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4, all as specified.
M&L Rendering 15 mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed
M&L Rendering 15 mm thick in cement plaster 1:6 on other than fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and directed
M&L Plain cement concrete M-10, 1:3:6, type C-1, using 20mm graded mechanically crushed stone aggregate, 50mm thick, as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5 cms deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), all as specified. Note:- The unit rate include for use of form work (straight or curved).
M&L RCC M-25 design mix using 20 mm graded stone aggregate as in lintels, slab supported on walls, beams and columns in floors, roofs landings balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 20 mm thick (horizontal or sloping) complete all as specified and directed.
M & L for MS TMT bars 10 mm 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 les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.
M&L TMT bars 5mm and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally for hoping for columns and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, all as specified.
M&L Mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, all as specified.
S&F framed work such as grills, grating etc with guard bars,feamed guard bars, hold fasts,, railing, framed work of water tanks and similar work confirming to Fe-290 gde-E165.
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening, Fe-290 (Gde E-165) complete all as specified and directed
S&F Roof trusses Fe 410-W(Gde-E- 250) quality-A (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel, or flat sec) incl distance pieces cleats etc complete all as specified and directed.
S&F Non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floors set and jointed in neat cement slurry and pointed in coloured cement to match the coloured tiles over 15mm thick screed bed or bedding layer in CM 1:4 for laying finishes,complete all as specified as directed by Engr-in- Charge and approved by GE.
S&F 300mmx200mmx7mm/450x350x7mm size coloured glazed wall tiles set and jointed in neat cement slurry and pointed with coloured cement to match as in vertical surface laid over and including 10mm thick rendering in CM 1:4 on vertical surface to receive wall finishes complete all as specified and directed.
S&F in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as directed. Note : (each line of wire to be measured)
M&L preparation of new plaster surface of walls and applying two coat of cement base paint over a coat of cement primer complete all as specified and directed.
M &L for preparation of old surfaces of walls, plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement base paint on walls complete all as specified and directed
Dismantling structural steel work including doors,gates, etc
M&L preparation of new or previously untreated steel surface any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
M&L in repair Punched Tape Concertina coil (including spike and handle) with 56 loops and 600mm dia, Max covered length 8 RM, having a core wire of high carbon spring steel of high tensile strength. The punched tape and cover wire (2.5 +- 0.35mm dia) shall be heavy galvanized (IS-1730) (Wire-275GSM & strip-200 GSM) to provided protection against outdoor exposure. The punched tape shall be mechanically crimped over the core wire and then formed into a coil at various parts of the periphery of the coil. The width of strip as 19mm and spacing of blades 24.00 +- 0.5mm C/C. The weight of each coil shall be 8 +- 0.5% Kgs without packing material and coil length 8 Mtr (maximum) when opened up each coil would with bituminized hessian cloth for providing protective packing.
Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in hard/dense of soil, complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25cm in depth complete all as specified and directed.
Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified.
M&L PCC 1:3:6 type C-2(40mm gardded aggregate) as in surface channel and drains complete all as specified and directed
M & L PCC (1:2:4) type B-0 (Using 12.5 mm graded stone aggregates), as in flooring 25 mm thick. complete all as specified and directed.
M&L Plain cement concrete M-15, 1:2:4, B-1 using 20mm graded mechanically crushed stone aggregate in grouting of angle , posts, pillars etc incl necessary form work ,complete all as specified.
M&L precast concrete type B1, 1: 2: 4 (20 mm graded aggregate) as in manhole covers slab set in CM 1:4 complete all as specified and directed.
M&L Plain cement concrete M-15, 1:2:4, B-1 using 20mm graded mechanically crushed stone aggregate as, coping, benching and haunching, complete all as specified. Note:- The unit rate include for use of form work (straight or curved)
S&F Providing precast cement concrete louvers and jallies, 40mm thick, type B-0 (1:2:4) 12.5mm graded aggregate, (measured solid), including all mouldings and pre-cast pillars of size 125mmx125mm in sections, set in CM 1:4 incl two coats of cement base paint after preparation, complete all as specified as directed by Engr-in- Charge
M & L for 100mm thick Plain Cement Concrete 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in sub base of flooring etc for laying floor finishes even and smooth without using extra cement complete all as specified and directed.
M&L 4mm dia galvanised steel wire, 50x50mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as specified.
Dismantling of CGI/PGI Sheet fixed with screws as in roof covering complete all as specified and directed.
S&F 0.63mm thick galvanised corrugated mild steel sheeting with two corrugations side lap,fixed with coach screws and washers,in roofs,walls fixed with 'J' or 'L' hook etc with grade of zinc coating 275 as in roof coverings/cladding to wall, complete all as specified and directed.
S&F 0.63mm thick plain galvanised mild steel sheeting in ridges,hips valley gutters,drip and straight flashings (length and girth as fixed)with grade of zinc coating 275 complete all as specified and directed.
M&L for heavy duty machine pressed moulded coloured chequered cement concrete tiles 30cm x 30cm x 25 mm thick, with grey cement & pigments set, jointed and pointed in neat cement slurry in floors including 15 mm thick screed bed in cement mortar (1:6) and laying floor finishes complete all as specified and directed by Engineer-in-Charge.
M&L Machine pressed precast concrete interlocking paver block with grey cement and pigment, any shape, size and design as approved by Engr-in charge confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, laid over and including 50mm thick sand cushion and compacted with mechanical vibrator, all as specified. Note:-PCC sub base if provided shall be measured and paid under respective item of BOQ.
Demolition and breaking up drain pipes (SGSW, AC or RCC pipes) set in CM 150mm bore including PCC complete all as specified as directed by Engr-in -Charge.
M& L concrete bed to drain pipe in cement pipes in cement concret 1:3:6 type C2 incl packing and hunching against the sides of pipes after they are laid and tested 200mm bore.complete all as specified as directed by Engr-in -Charge.
M&L 150mm bore SGSW salt glazed stoneware drain pipe grade 'A' laid in tranches and jointed with sand wool and cement sand mortar and testing of complete all as specified and directed.
Javeed And Co
M/S Hilal Builders
M/S Haji Mohammad Sultan Sofi
M/S LATIF AHMAD BABA CONSTRUCTION
SAMEER CONSTRUCTIONS
BASHIR AHMAD MIR
M/S RASHID CONSTRUCTION
M/S RAFIQ AHMAD SOFI AND SONS
M/S N A Enterprises
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