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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹19.5 L+₹68,119 (3.62%)Rejected-AOC | L2 | Rejected-AOC NOT ACCEPTED | |
| 3 | L3₹19.6 L+₹79,016 (4.20%)Rejected-AOC VILL PO JAGANOO DISTT UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-AOC NOT ACCEPTED | |
| 4 | L4₹19.9 L+₹1.1 L (5.99%)Rejected-AOC | L4 | Rejected-AOC NOT ACCEPTED | |
| 5 | L5₹21.0 L+₹2.1 L (11.4%)Rejected-AOC NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Rejected-AOC NOT ACCEPTED |
Tender Value
Refer Docs
EMD Value
₹46,340
Closing Date
18 Feb 2021, 6:00 pmClosed
GE (SOUTH) UDHAMPUR
GE (SOUTH) UDHAMPUR C/O 56 APO
PROVN OF TREATMENT IN CERTAIN BLDGS TOE WALL WITH DRAINAGE AT BIKRAM ENCLAVE PROVN OF GEN SHED AT ASCON NODE UDHAMPUR AND CERTAIN MINOR WORKS UNDER GE (SOUTH) UDHAMPUR
2021_MES_414884_1
GE/S(U)-66/2020-21
Open Tender
Civil Works
Item Rate
240 days
ASCON NODE BIKRAM ENCLAVE HQ 1 EW BDE (Camp) 135 W
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (SOUTH) UDHAMPUR
₹46,340
Yes
10 May 2021
21 Jan 2021
19 Feb 2021
21 Jan 2021
18 Feb 2021
4 Feb 2021
21 Jan 2021 - 1 Feb 2021
Amount
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation etc. and similar work and geting out in hard/dense soil complete all as specifed and directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out of soft and loose soil complete all as specifed and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete all as specifed and directed.
Removing excavated soil to a distance exceeding 50 m and not exceeding 1.50 km out side defence land complete all as specifed and directed by Engr-in-Charge.
Cement concrete type D-2 1:4:8 (using 40 mm graded aggregate) in foundation complete all as specifed and directed.
Reinforced cement concrete (nominal mix) type B-1 1:2:4 (using 20 mm graded aggregate) using footing, foundation beams, plinth beam, bases of columns etc. complete all as specifed and directed.
Formwork to sides of concrete foundation, footing, bases of coloumn and similar work complete all as specifed and directed.
Mild TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for colums, hooking ends and including mild steel wire not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specifed and directed.
All as per ser item No 8 above but 6 mm dia and over upto and including 8 mm dia in stirrups, spaces and binders complete all as specifed and directed.
Roof trusses (framed) trussed, purlins, crane gantries rails and fastenings and heavy brackets, post and similar work framing (beam, tee, channel or flat sections) including distance pieces cleats including welding reavrign etc. complete all as specifed and directed.
Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirm Fe 410 W (Gde-E-250) qty A complete all as specifed and directed.
MS Steel screw bolts (machine made) with hexagonal or square heads at one and screwed at other or screwed both ends each scrwed and to be fitted with washer and one hexagonal or square nut, exceeding 16 to 20 mm dia of neck and not exceeding 15 cm long complete all as specifed and directed.
MS Steel screw bolts (machine made) with hexagonal or square heads at one and screwed at other or screwed both ends each scrwed and to be fitted with washer and one hexagonal or square nut, exceeding 12 mm to 20 mm dia and exceeding 15 cm but not exceeding 30 cm long complete all as specifed and directed.
Brick work with sub class 'B' bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specifed and directed.
Rendering 15 mm thick in CM 1:6 on fair faces of brick/concrete finished even and smooth without using extra cement complete all as specifed and directed.
Preparation of new wall surfaces and applying two coat of cement base paint over one coat primer complete all as specified and directed.
Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS.1161-1979 grade St.-240 complete all as specifed and directed.
Two coats of synthetic enamel paint over a coat of red oxide surfaces on steel surfaces complete all as specifed and directed.
Pre-painted galvalume aluminum zinc coating GI bases corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550Mpa as in roof covering/clading to wall, fixed with self tapping screws complete all as specifed and directed.
Hard core of gauge not exceeding 63 mm deposited, spread and level in foundation filling of post complete all as specifed and directed.
Cement concrete type B-1, 1:2:4 (using 20 mm graded aggregate) as in foundation filling of post complete all as specifed and directed.
PCC 1:2:4 type B-1 (using 20 mm grade aggregate) 100 mm thick as in pavings complete all as specifed and directed.
Machine pressed precast concrete interlocking paver block (glossy finish) any shape and size (sample approved by GE) confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment including 40 mm sand cushioning complete all as specified and directed by Engr-in-Charge.
Demolition of cement concrete of any description and in any position not otherewise specifically provided including removal of old treatment of any description complete all as specified and directed.
Roughening surfaces of old concrete floor by picking sweeping cleaning & washingg down with water to remove dust etc including removal of old treatment of any description and applying one coat of neat cement slurry @ 3.00 kg/Sqm complete all as specifed and directed by Engr-in-Charge.
PCC 1:2:4 type B-0 (using 12.5 mm graded aggregate) as in level course on roof surface 25 mm thick etc. complete all as specified and directed.
Rendering 10 mm thick in CM 1:3 mixed with integral water proofing compound as per manufacture's instructions as in roof and chajjas, finished the surface fair and even with out using extra cement complete all as specifed and directed. Note : Supply of water proofing compound will be measured and paid separately.
PCC 1:2:4 type B-1 (using 20 mm graded aggregate) as in base of water tank on roof surface complete all as specified and directed.
Applying bituminous primer on roof surfaces @ 0.40 ltr/sqm and applying one coat of hot blown bitumen of grade 85/25 @ 1.20 kg/sqm and provide modified polymeric five layered APP (Atactic Polypropylene) Modified Polymeric Membrane with 100 micron high molecular high density polythylene film. Minimum weight of memebrane will be 3.5 kg/sqm and bonded completely to the surfaces with min end overlap of 15 cms and side lap 75 mm (overlaps to be bounded with thermo used by flame) and over APP applying one coat of hot blown bitumen 85/25 @ 1.2 kg/sqm blinded with fine sand in dry condition @ 0.5 kg/sqm including two coats of bituminious alluminium paint complete all as specified and directed by Engr-in-Charge.
Supply only integral water proofing compound complete all as specifed and directed.
PCC 1:2:4 type B-0 (using 12.50 mm graded aggregate) for coping, corner of roof and similar work complete all as sepcified and directed.
Disconnecting existing tanks of exceeding 250 but not exceeding 500 ltr capacity setting a side (or lowering if required) for repairs, cleaning etc. and hoisting if required reconnecting and re-fixing in position with cleaning and removing all scale and dirt etc. from tanks and from mouths of circulating pipes etc. complete all as specifed and directed.
Disconnecting existing tanks of exceeding 500 but not exceeding 1000 ltr capacity setting a side (or lowering if required) for repairs, cleaning etc. and hoisting if required reconnecting and re-fixing in position with cleaning and removing all scale and dirt etc. from tanks and from mouths of circulating pipes etc. complete all as specifed and directed.
Demolition and breaking up drain AC pipes/ PVC pipe set in cement mortar 100 mm and below complete all as specified and directed.
110 mm PVC (SWR) pipes single socket in any length with rubber ring joints fixed to wall complete all as specifed and directed.
110 mm PVC (SWR) bends any redius with access door complete all as specifed and directed.
Machine pressed cement concrete tiles 30 cm x 30 cm x 20/25 mm thick set jointed in neat cement slurry in floors with grey cement and no pigement over 15 mm thick screed bedding layer of cement mortar 1:4 complete all as specifed and directed.
PCC 1:4:8 type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specifed and directed.
Cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in coping kerb etc including necessary form work complete all as specifed and directed.
15 mm thick rendering on fair faces of stone, finished even and smooth without using extra cement in CM 1:4 complete all as specifed and directed.
Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors; ladder; framed balusters; railing; frame work for water tanks and similar work confirming to Fe 290 Gd E-165 complete all as specifed and directed.
Preparation of steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specifed and directed.
Excavation over areas not exceeding 1.5 M deep and getting out in Soft/Loose Soil complete all as specifed and directed.
Walling of random rubble uncoursed well bonded bedded and solidly hearted bult in CM 1:6 complete all as specifed and directed.
Raised pointing to random rubble or polygolal rubble uncoursed of brought upto courses in CM 1:4 complete all as specifed and directed.
Precast cement concrete 1:3:6, type C-1 bond stones complete all as specifed and directed.
Hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specifed and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40 mm to face stones and dressing of face beds and joints, as specified, of random rubble walling uncoursed or brought up to courses complete all as specifed and directed.
Roughening surface of old concrete floor by picking, sweeping, cleaning and washing down with water to remove dust etc. complete all as specifed and directed.
Taking down cement plaster, any descripition on brick or stone or cement concrete wwalls including raking out joints, hacking for key, removing all type of vegetation (like people tree etc) scrubbing down with water complete all as specifed and directed.
25 mm thick, Plain cement concrete 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregates) as in sub base complete all as specifed and directed.
Machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slabe including rubbing and mirror polishing complete all as specifed and directed.
15 mm thick cement plaster on fair face of brick or concrete surface in cement mortar 1:4, finished even and fair, as in backing coat to receive tiles complete all as specifed and directed.
15 mm thick plastering on brick or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement complete all as specifed and directed.
Glazed coloured ceramic tiles in vertical surface 350 x 250 x 7 mm/ 450 x 350 x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specifed and directed.
Removing excavated soil material not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the base in soil complete all as specifed and directed.
PCC 1:3:6 type C-1 (using 40 mm graded crushed stone aggregate) as in surface channel and drains including necessary formwork and extra forming fair finsished drain or channels for inner girth in cement concrete etc. complete all as specified and directed.
Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish of the premises complete all as secified and directed
Taking down chowkats or frames with shutters (without taking off shutters from frames) area not exceeding 1.50 square meter each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.) complete all as specified and directed by Engineer-in-Charge.
15 mm thick plastering on brick or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement complete all as specifed and directed.
Non skid, coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specifed and directed.
Solid PVC door frame of size 50 x 47 mm made out of 5 mm wood grain printed PVC sheet used instead of colour PVC sheet & edges will be printed to match with printed sheets reinforced with M.S. square tube, supplying and fixing in opening complete all as specifed and directed in SSR Part -I, Section 8B.1.1
Factory made solid PVC moulded door shutter with particle board core, 28 to 30 mm thk (stiles), with 2 to 4 or 6 raised panel design with 2 mm thk 3D wood grain moulded PVC sheet polyurethane painted on the front face and 2 mm plain colour PVC sheet on back face complete all as specifed and directed in SSR Part - I, Section 8B.1.1
Aluminium anodised, barrel tower bolts of extruded section 150 mm long complete all as specifed and directed.
Aluminium alloy handles, fabricated type, anodised 150 mm size complete all as specifed and directed.
100 mm long stainless steel butt hinges for PVC door complete all as specifed and directed.
3 mm thick sheet glass odinary quality, glazing with oil putty in square not exceeding 0.50 Sqm in each pane fixed in repairs complete all as specifed and directed.
Applying one coat birla wall care putty on old plastered on wall surfaces including preparation of surface by brooming down or steel wire brushing, scrapping down vegetation growth, efflorscent salts and trading with oil greasy spot complete all as specifed and directed with complete removing.
Dismentling wrought iron or mild steel work of any description not otherwise provded for complete all as specified and directed
Dismantling Asbestos cement (corrugated, semi corrugated, etc) sheets in roof coverings complete all as specifed and directed.
Applying two coats of white washing on walls including preparation of old plastered surfaces complete all as specifed and directed.
Taking up or down 15 mm bore steel tubing with connections for cleaning for refixing or removing to store yard complete all as specifed and directed.
Taking up or down 20 mm bore steel tubing with connections for cleaning for refixing or removing to store yard complete all as specifed and directed.
15 mm bore galvanised steel water tubing 15 mm dia medium grade (ISI Marked) with all fittings and fixed complete to walls and or laid under floors etc. complete all as specifed and directed.
20 mm bore galvanised steel water tubing 20 mm dia medium grade (ISI Marked) with all fittings and fixed complete to walls and or laid under floors etc. complete all as specifed and directed.
Refixing old steel water tubing 15 mm bore medium grade galvanised and connections in new or old position (walls, ceiling, floor etc.) complete all as specifed and directed.
Refixing old steel water tubing 20 mm bore medium grade galvanised and connections in new or old position (walls, ceiling, floor etc.) complete all as specifed and directed.
10 ltrs capacity PVC valve less syphonic action type, low level flushing cistern, white, with inlet, ball valve float and handle including brackets complete all as specified and directed.
75 mm bore PVC (SWR) Pipes single socketed in any lenth with rubber ring joints fixed to wall complete all as specified and directed.
PVC (SWR) bends any radius 75 mm bore complete all as specified and directed.
75 mm dia PVC (SWR) floor trap plain, with grating including jointing with solvent cement complete all as specified and directed.
15 mm bore pillar tap, cast copper alloy, with capstan head, chromium plated, screwed down high pressure, with or without letter Hot or Cold with long screwed shanuls and fly nuts, screwed for iron pipe or for brass ferrule complete all as specified and directed.
CP Soap dish holder complete all as specified and directed.
Vitreous china squatting pan, Orissa pattern, including cement concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap anti syphonage pipe etc. complete all as specified and directed.
Vitreous china wash basin, white, flat back size 550 x 400 mm, excluding taps, waste chain, plug and porcelain stopper but including brackets, flush pipe, CP waste coupling and waste pipe, cutting for and pinning in ends of bracket or erecting stand complete all as specified and directed.
Vitreous china urinals, bowl type (back or corner wall type), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1: 2 securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement including water pipe, grating, waste pipe, coupling etc. complete all as secified and directed.
Chromium plated angle valves of 15 mm bore, with adjustable wall flange complete all as specified and directed.
PVC connection 15 mm bore with PTMT nuts of length 450 mm complete all as specified and directed.
Towel rail 600 mm long of chrome plated fixed with and including chromium plated brass screws and cleats complete all as specified and directed.
15 mm bore bib taps, long body with wall flange with arreator fency type chromium plated cast copper alloy with crutch or butter fly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed.
Rolled section Fe-410-W (Gde-E-250) quality-B as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates complete all as specified and directed.
Prepration of old wooden or wood based surface exceeding 10 cms width or grith and applying one coats of synthetic enamel paint complete all as specified and directed.
15 mm thick screed bed as bedding layers in cement mortar 1:4 for laying floor finishes complete all as specified and directed.
RAMAN CONSTRUCTION CO
KALSOTRA CONSTRUCTION CO
Alishan Builders
SINGH CONST CO
PARDEEP SHARMA
M/S H.R CONSTRUCTION CO
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