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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC CHALIHA GAON PO CHALIHA DISTT JORHAT ASSAM PIN 785004 | JORHAT | ASSAM | 785004 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹27.0 L+₹3.0 L (12.6%)Rejected-Finance | L2 | Rejected-Finance Higher bid value | |
| 3 | L3₹27.9 L+₹4.0 L (16.6%)Rejected-Finance THE RETREAT NEAR LAKE BORDOLOI NAGAR P O TINSUKIA ASSAM PIN 786 125 D 69 CEEC | TINSUKIA | ASSAM | 786125 | L3 | Rejected-Finance Higher bid value | |
| 4 | L4₹29.7 L+₹5.7 L (23.9%)Rejected-Finance | L4 | Rejected-Finance Higher bid value | |
| 5 | L5₹31.0 L+₹7.1 L (29.5%)Rejected-Finance LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | L5 | Rejected-Finance Higher bid value |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
17 Jul 2021, 6:00 pmClosed
GE DINJAN
GE DINJAN, PANITOLA (PO), DIBRUGARH (DIST), ASSAM
REPAIR / REPLACEMENT TO FOOTPATH, FENCING, DRAIN, SEWERAGE AND CLEANING OF SEPTIC TANK, MANHOLE AND SEWAGE PIPE LINE IN ZONE III AND IV AREA UNDER AGE B/R -II UNDER GE DINJAN
2021_MES_456423_1
C/8331/E8
Open Tender
Civil Works
Item Rate
180 days
DINJAN MIL STN
AS PER TENDER DOCUMENT
10 documents required · 10 mandatory
₹500
GE DINJAN
₹50,000
Yes
1 Sept 2021
1 Jul 2021
19 Jul 2021
1 Jul 2021
17 Jul 2021
12 Jul 2021
Amount
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, etc area not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and as directed.
Returning, filling in, including spreading in layers not exceeding 25cm, levelling, watering and well ramming as in soft/loose soil complete all as specified and as directed.
Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above starting point complete all as specified and as directed.
Excavation in post holes or (Similar holes) each n.exc 0.5cum, getting out, returning filling in and ramming earth or broken rubber mixed with earth around in layers, not exceeding 25 CM watering and removing surplus soil to a distance not exceeding 50m and making good surfaces in soft/loose soil complete all as specified and as directed.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.
M&L for brick work using locally available first class bricks sub class 'B' bricks (old size brick), straight or curved on plan exceeding 6 m mean radius, built in cement mortar (1:6) complete all as specified and as directed.
Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water complete all as specified and as directed.
M&L for rendering 15 mm thick in cement mortar (1:6) on other than fair faces of brick masonry or concrete surfaces and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed.
M&L for rendering 10 mm thick in cement mortar (1:4) on fair faces of brick masonry or concrete surfaces and finishing the surfaces even and fair without using extra cement complete all as specified and as directed.
Demolition of plain cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.
M&L for plain cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete, etc complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C-1, (using 20 mm graded stone aggregate) as in benching, coping, lintel upto 1.5m span cast in situ including necessary form work complete all as specified and as directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade with grey cement and pigment complete all as specified and as directed.
M&L for chequered cement concrete tiles of size 25cmx25cmx22mm thick, as in floors etc, including 15 mm thick screed bed or bedding in cement mortar (1:6) and set and jointed in neat cement slurry and pointed in grey cement and pigments to match with the shade of tiles complete all as specified and as directed.
Demolition of reinforced cement concrete in any position not otherwise specifically provided for complete all as specified and as directed.
S&F for TMT steel bars 10mm dia and over, cut to length, bend 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 0.9 mm dia or securing with clips complete all as specified and as directed.
S&F for TMT steel bars 8mm dia., and over cut to length, bend to shape required, including cranking, bending spirally as in nibs, stirrups, spacers and binders binding with and including providing mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for precast reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in cover slab of drain, etc and set in cement mortar (1:4) including necessary form, moulds, etc complete all as specified and as directed. Note : Reinforcement shall be measured and paid separately.
Demolition and breaking up to 150mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance not exceeding 50m complete all as specified and as directed. Note : Necessary axcavation and earth work shall be measured and paid seperately.
M&L for salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore SGSW/RCC drain pipes complete all as specified and as directed .
Demolition and breaking up to 200/225mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance not exceeding 50m complete all as specified and as directed. Note : Necessary axcavation and earth work shall be measured and paid seperately.
M&L for salt glazed stone ware drain pipes 200 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore SGSW/RCC drain pipes complete all as specified and as directed .
Demolition and breaking up to 300 mm bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance not exceeding 50m complete all as specified and as directed. Note : Necessary axcavation and earth work shall be measured and paid seperately.
M&L for salt glazed stone ware drain pipes 300 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300 mm bore SGSW/RCC drain pipes complete all as specified and as directed.
M&L for cutting into existing manholes for connecting new drains, making good to pipe and plastering the distrubed portions in cement mortar (1:3) to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or 3/4 round section) in cement concrete (1:2:4) type B-1 finished smooth and reforming benching as required for 100/110 mm bore pipe complete all as specified and as directed.
M&L for cutting into existing manholes for connecting new drains, making good to pipe and plastering the distrubed portions in cement mortar (1:3) to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or 3/4 round section) in cement concrete (1:2:4) type B-1 finished smooth and reforming benching as required for 150/160mm bore pipe complete all as specified and as directed.
M&L for cutting into existing manholes for connecting new drains, making good to pipe and plastering the distrubed portions in cement mortar (1:3) to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or 3/4 round section) in cement concrete (1:2:4) type B-1 finished smooth and reforming benching as required for 200/225mm bore pipe complete all as specified and as directed.
Dismantiling of cast iron work of any description like manhole cover or similar items etc complete all as specified and as directed.
S&F in repairs 110 mm bore PVC (SWR) soil, waste and vent pipes single socketed, in any length with rubber ring joints laid in floors or trenches etc complete all as specified and as directed.
S&F in repairs PVC (SWR) pipes type 'B' 110mm bore, single socketed in any length with rubber ring joints fixed to walls using MS holder bat, fixed complete all as specified and as directed.
S&F in repairs PVC (SWR) branch piece single (single Y) 110mm bore with access door complete all as specified and as directed.
S&F in repairs for 110 mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
Attending of complaint by covering the following items of work :- (a) Cleaning and clearing of blocked IWCs and EWCs to sewage line upto 1st manholes by rodding or any other suitable method and taking out the muck, mud and other debris from WCs and the sewage line cleaning with fresh water & removing the debris upto a distance exceeding 200M and not exceeding 250M and covering the same with a layer of soil not less than 15cm thick complete all as specified and as directed. (b) Cleaning and clearing of blocked chocked floor trap in kitchen and bathrooms including gully trap, the waste water line connection etc by rodding or by any other suitable method and taking out the debris to a distance exceeding 200m & not exceeding 250m and covering the same with a layer of soil not less than 15cm thick and drain out the floors taps, gully traps waste pipe and soil pipe with fresh water etc complete all as specified and as directed. Note:-(i) Adequate number of workmen shall be deployed as and when complain received for immediate execution. If any complaint not attend by the contractor within a day then a sum of Rs. 50.00 will be recovered against per complain per day from the contractor. (ii) Rate quoted above shall be deemed to including the cost of adequate T&P, equipment, safety devices etc (iii) Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained and shall be produced for verification at the time of payment of each RAR/Bill.
Taking out liquid/solid content from manhole/sump/septic tank of any size any depth by super succer machine or high pressure pump, cleaning throughly including disposal of liquid/solid content out of the Cantt Area and covering with a layer of soil not less than 15cm thick complete all as specified and as directed.
Desilting of sewer line upto 150mm internal dia with connected manholes of any depth by mechanical device like super sucker machine, high pressure jetting machine/gantry machine, incl taking out debris, temporary raising main etc for smooth flow of sewage system to avoid flood in the area. Supply of all material, labour, tool and plants temporary power connection with stand by generator set, gas detector for air ventilators etc and provn of safety equipments as per guide lines laid in IS : 11972(1987)/(international standard), well flushing with water after cleaning the same all as directed and including disposing off the deposited sludge etc inside pipes to a distance not exceeding 200m, buried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.20 kg/Sqm and dressing of surplus soil around slope complete all as specified and as directed. Note : Rate quoted above shall be deemed to including the cost of adequate T&P, equipment, safety devices etc alongwith sufficient labours to full fill the requirement to the entire satisfaction of Engr-in-charge. Any dispute related to above shall be resolved by Garrison Engineer and his decision shall be final, binding and conclusive.
All as per item No 38 above but bore of pipe exceeding 150 mm and not exceeding 250 mm.
All as per item No 38 above but bore of pipe exceeding 250 mm and not exceeding 450 mm.
Demolition of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc laid beded and pointed in any mortar complete all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position not other wise specifically provided complete all as specified and as directed.
M&L for brick work with sub class 'B' bricks, laid on flat, in drains, etc bedded and jointed in cement mortar (1:6) and pointed in cement mortar (1:3) complete all as specified and as directed.
M&L for brick work with sub class 'B' bricks, laid on edge, in floors, drains, etc bedded and jointed in cement mortar (1:6) and pointed in cement mortar (1:3) complete all as specified and as directed.
M&L for plain cement concrete (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in kerbs, apex stones, coping, or similar articles incuding necessary form works etc complete all as specified and as directed.
S&F in repairs vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white with integral foot rest and 'P' or 'S' trap, including provision of lime concrete bedding, connection to trap and flushing pipe providing 110mm PVC WC connector etc complete including making good to disturbed surfaces of floor to match with existing specifications complete all as specified and as directed. Make : Cat No- C0117 of Parryware or equivalent.
S&F in repairs semi-pedestal pattern (Anglow-Indian type), vitreous china water closet pan, white, with 'P' or 'S' trap, including flushing pipe, etc complete and making good to disturbed surfaces of floor by filling with PCC (1:4:8) type D-2 to match with the existings including taking down the existing old one complete all as specified and as directed.
S&F in repairs vitreous china wash down water closet pan (pedestal pattern), white, including connection to outgoing drain and flushing pipe, anti syphonic pipe with seat and cover complete but excluding flushing cistern and flush pipe including making good damaged/disturbed surfaces complete all as specified and as directed.
S&F in repairs 10 litre capacity, PVC valve less syphonic action type, flushing cistern, low level, white, with inlet, ball valve, flush pipe, float and handle including brackets complete all as specified and as directed.
S&F in repairs vitreous china wash basin, size 550 x 400mm, white, flat back, with PVC waste pipe, CP waste coupling, chain, plug and porcelean stopper and backets including cutting for and pinning in ends of brackets but excluding tap complete all as specified and as directed. Make : Cat No C0406 of Parryware or equivelant.
S&F 15 mm bore, pillar taps, fancy type, cast copper alloy, chromium plated with capstan heads, screwed down high pressure with or without lettered 'Hot or Cold' with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed.
S&F in repairs 15mm bore, bib taps of PTMT, any colour high pressure, screwed for iron pipe and fixed (minimum weight 90 gms) complete all as specified and as directed.
Dismantling of rotational moulded polyethylene water tank of capacity exceeding 250 litres but not exceeding 500 Ltrs complete all as specified and as directed.
Dismantling of rotational moulded polyethylene water tank of capacity exceeding 500 litres but not exceeding 1000 Litres complete all as specified and as directed.
S&F for 500 litres capacity rotational moulded polyethylene water storage tanks (cylindrical or vertical with closed top) as per IS 12701:1996, hoisted and fixed in position including provision of 20/15mm bore medium grade pipe for connecting inlet, outlet, overflow and washout pipe complete all as specified and as directed.
S&F for 1000 litres capacity rotational moulded polyethylene water storage tanks (cylindrical or vertical with closed top) as per IS 12701:1996, hoisted and fixed in position including provision of 20/15mm bore medium grade pipe for connecting inlet, outlet, overflow and washout pipe complete all as specified and as directed.
Dismantling posts or struts in normal ground (wood,steel or RCC) any section, including taking out embedded portion and making good disturbed ground.
M&L for PCC (1:3:6) type C2 (40mm graded stone aggregate) as in foundation of post holes filling and mass concrete complete all as specified and as directed.
M&L for reinforced cement concrete (1 : 1½ : 3) (Nominal Mix) (using 20 mm graded stone aggregate) as in precast posts, fencing posts, straining or terminal posts, struts, etc for fencing, average sectional area exceeding 100 sq.cm and not exceeding 250 sq.cm with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed in position complete all as specified and as directed.
S&F for hand rails, half round or other stock section or core for wooden hand-rail 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-290 (Gde E-165) complete all as specified and as directed.
S&F in repairs 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.
M&L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and as directed.
M&L for preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer complete all as specified and as directed.
M/S Ranjan Gohain
jitendra narayan goswami
M/S. NOBIN RAJKHOWA
M/S A K BROTHERS
Construction House
M/S Karen Enterprises
M/S BORAH BROTHERS
FREEZCON
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