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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹15.8 L+₹35,073 (2.27%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹16.5 L+₹1.1 L (7.02%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹17.6 L+₹2.2 L (13.9%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹17.6 L+₹2.2 L (14.0%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
22 Sept 2020, 6:00 pmClosed
GE (AF) Srinagar
GE (AF) Srinagar,Air Force Station,Srinagar-190007
REPAIR TO FOOTPATH, HARDSTANDING, INTERLOCKING ETC AND OTHER MISC WORK AT DOMESTIC AREA UNDER GE (AF) SRINAGAR
2020_MES_372278_1
GE(AF)-16/2020-21
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Srinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE AF Srinagar
₹40,000
Yes
22 Oct 2020
26 Aug 2020
24 Sept 2020
26 Aug 2020
22 Sept 2020
9 Sept 2020
26 Aug 2020 - 2 Sept 2020
Amount
Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
Demolition of Cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge
Taking down cement or cement lime plaster, any description on brick/stone wall etc, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for 15 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Machine pressed rubber moulded precast concrete interlocking paver blocks any shape and size of any pattern conforming to IS 15658-2006 of 80 mm thick M-40 Grade, with grey cement and pigment over and including 25mm thick sand layer , complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Glossy finished machine pressed rubber moulded chequred tiles of any pattern/design of size 300mm x 300mm x 25mm thick laid over cement screed bed of 15mm thick in cement mortar 1:6 in floors paths etc, complete all as specified and directed by Engineer-in-charge.
Material and Labour for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat grey cement slurry and no pigment in floors complete all as specified and directed by Engineer-in-charge.
Material and Labour for Plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in copings, bed plates and the like including slightly rounded or chamfered including necessary form work complete all as specified and directed by Engineer-in-Charge.
Supply and Fixing Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails strainging bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured ) as in repairs complete all as specified and directed by Engineer-in-Charge.
Restraining and resecuring,existing fencing of any description including making good staples etc. as in 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. as directed (each line wire to be measured complete all as specified and as directed by the Engineer-in-Charge
Dismantiling wrought iron or mild steel work of any description not otherwise provided for,complete all as specified and directed by Engineer-in-Charge.
Material and Labour for hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 410-0 or Fe 310-0 complete all as specified and as directed by the Engineer-in-Charge
Material and Labour for Brick work with subclass 'B' bricks, strainght or curved in plan exceeding 6 mtr mean radius built in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Brick work with subclass 'B' bricks, strainght or curved in plan exceeding 6mtr mean radius built in cement mortar 1:4 but except bricks complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Walling of random rubble uncoursed well bonded bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Walling of random rubble uncoursed well bonded bedded and solidly hearted built in cement mortar 1:4 but except stone complete all as specified and directed by Engineer-in-Charge.
Material and Labour for flush pointing to random rubble masonry uncoursed or brought upto courses, in Cement mortar 1.4 complete all as specified and as directed by the Engineer-in-Charge.
Material and Labour for Rendering 10mm thick on fair faces of brick work or concrete surface in cement mortor 1:4 including finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Rendering 15mm thick on fair faces of brick work or concrete surface in cement mortor 1:6 including finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.
Material and Labour for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of cement primer on walls complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Preparation of new srufaces of steel and iron surfaces of any description, over 10 cm width of 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 by Engineer-in-Charge.
Material and Labour for TMT bars 10 mm dia and above 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 directed by Engineer-in-Charge.
Material and Labour for TMT bars 6 to 8mm 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 directed by Engineer-in-Charge.
Material and Labour for formwork to soffit of suspende slabs such as roof slabs, floor slabs, landing and similar works not exc 200mm thick complete all as specified and as directed by the Engineer-in-Charge
Material and Labour for Reinforced cement concrete (Nominal Mix) Type B1 1:2:4 (Using 20mm Graded stone aggregate) as in slabs supported on walls, beams and columns in floors roofs, landings, balconey, canopies, parapes, copings, shelves etc complete all as specified and as directed by the Engineer-in-Charge
Dismantling plain or corrugated steel sheeting,any gauge ,thickness including Nanital or similar pattern roof covering complete all as specified and as directed by the Engineer-in-Charge
Material and Labour for 0.63mm galvanised,corrugated mild steel sheeting with two corrugation side lap, fixed with coach screws and washers,in roofwalls etc with grade of zinc coating 275 complete all as specified and as directed by the Engineer-in-Charge
Material and Labour Galvanised, corrugated mild steel sheeting with two corrugations side lap,0.63mm, fixed with coach screw and washers, in roofs, walls etc with grade of zinc coating 275 fixed with self tapping screws, Except sheeting complete all as specified and as directed by the Engineer-in-Charge
Material and Labour for 0.63mm plain galvanised,mild steel sheeting ,in ridges,hips,valley gutters,drips and straight flashings(length and girth as fixed) with grade of zinc coating 275 complete all as specified and as directed by the Engineer-in-Charge
Preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth, not otherwise described including Preparing new zinc (or galvanised) surface to receive painting, by coating with modrant solution including washing and cleaning, etc. and applying two coats of synthetic enamal paint over a coat of red oxide primer in CCD pattern as approved up to 15m height. complete all as specified and directed by Engineer-in-Charge.
Cleaning of underground sewage pipe (Cleaning length n.exc 30m from manhole to manhole or from manhole to septic tank) by roding including taking off manhole cover and cleaning of manholes of any size and depth and removing waste material/sludge to a distance n. exc 300m and burring the same in pits with earth after filling of sludge and including spreading of bleaching powder and replacing manhole cover in position after cleaning complete all as specified and directed by Engineer-in-Charge for the following size of pipes:
100mm bore
150mm bore
200mm bore
Cleaning of blocked WC seat of pedestal / squatt pattern upto 1st manhole and making the drian pipe of any size full functional by flushing with water to entire satisfaction of engr in charge including cleaning of 1st manhole and removing the waste material / sludge etc to a distance n. exec 300m and burning the same in pits and spreading the area with bleaching powder complete all as specified and directed by engr in charge.
Cleaning of blocked floor trap of bath room & kitchen etc upto 1st manhole including cleaning of gully / trap and removing the waste material / sludge etc ta a distance n. exec 300m and burning the same in pits and spreading the area with bleaching powder complete all as specified and directed by engr in charge.
Dewatering of soakage well of any depth in any position by pumping out and removing outside Military/Defence land by mechanical means (trolley mounted) and burying in pits all as directed including digging of pits in any type of soil and covering pits with earth after absorption of water and including providing and spreading required quantity of bleaching powder around the pit as per state protocol including taking down of slab cover and refixing the same CM 1:4 complete all as specified and directed by engineer-in-charge
De-sludging of septic tank of any capacity including connected intercepting chamber, manhole shaft, sludge chamber & filterbeds of any description and in anmy position by pumping out and removing of sludge outside Military/ Defence land by mechanical means (trolly mounted) and burying in pits all as directed including digging of pits in any type of soil and covering pits with earth after filling of sludge and including providing and spearding required qty of bleaching powder complete as per state protocol, including taking down of slab cover and placing the same in existing postion complete all as specified and directed by Engineer-in-Charge.
Note for items No 34 to 38:- (a) Cost of excavation and earth work for pits for burrying the waste/sludge etc shall deemed to be included in the unit rate. (b) Any damage caused during cleaning shall be made good to entire satisfaction of Engineer-in-Charge without any extra cost. (c) All types of equipments and safety kit required for working in foul condition shall be provided by the contractor to his workmen. The Engineer-in-Charge shall verify these aspects during currency of work. All precautions/safety measures shall be kept in mind during execution of work. (d) All complaint slip duly signed by the users shall be kept on record and accordingly work executed on the site shall be measured and entered in the MB forming basis for the actual payment due to the contractor.
M/S ABDUL REHMAN WANI
M/S FAROOQ AND SONS
M/S Abdul Ahad Rather
M/S IEE BEE CONSTRUCTIONS
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