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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹46.0 L+₹67,842.79 (1.50%)Rejected-Finance | L2 | Rejected-Finance OTHER THEN LOWEST BIDDER | |
| 3 | L3₹46.6 L+₹1.3 L (2.84%)Rejected-Finance | L3 | Rejected-Finance OTHER THEN LOWEST BIDDER | |
| 4 | L4₹47.1 L+₹1.8 L (3.91%)Rejected-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L4 | Rejected-Finance OTHER THEN LOWEST BIDDER | |
| 5 | L5₹47.8 L+₹2.5 L (5.62%)Rejected-Finance | L5 | Rejected-Finance OTHER THEN LOWEST BIDDER |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
2 Aug 2022, 6:00 pmClosed
GE (SOUTH) BINNAGURI
GE (SOUTH) BINNAGURI, PO - BINNAGURI, DISTT - JALPAIGURI, PIN - 735232
REPAIR TO PAVER BLOCKS, CHEQUERED TILE PATH, FENCING, COMPOUND WALL, PARKING SHED ETC AND CERTAIN MISC WORKS AT HASIMARA MIL STATION UNDER GE (S) BINNAGURI
2022_MES_528660_2
8500/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) BINNAGURI
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE (SOUTH) BINNAGURI
₹90,000
Yes
3 Sept 2022
18 Jul 2022
4 Aug 2022
18 Jul 2022
2 Aug 2022
25 Jul 2022
Amount
Schedule 'A'
Demolition of brick masonary work, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding precast concrete articles etc. complete all as specified and directed.
M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radious in wall built in CM(1:6) complete all as specified and directed
M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radious in half brick thick wall built in CM(1:4) complete all as specified and directed
Dismantling of brick work ( Laid in Flat or Edges), or brick tiles in floors,channels or Kerbs built in cement mortar or cement lime mortar ,approns etc. beded and pointed in any layer(each layer) in any morter complete all as specified and directed.
M&L Brick work with Locally available best quality bricks , laid flat on verticle inclined sides of drains,bedded and jointed in CM (1:6) and Pointed in CM (1:3) complete all as specified and as directed.
All as per item No-05 here in above but except bricks -ditto-
M&L Brick work with Locally available best quality bricks , laid on edges on top surfaces of drains,bedded and jointed in CM (1:6) and Pointed in CM (1:3) complete all as specified and as directed.
All as per item No-07 here in above but except bricks - ditto-
M&L for providing precast cement concrete louvres and jallies 50 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregates and set in cement mortar 1:4 complete all as specified and directed.
M&L for PCC 1:2:4 type C-2 (using 20mm graded aggregate) as in coping including necessary form work etc complete all as specified and as directed.
M & L for plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for plain cement concrete (1:2:4) Type C2 (using 40mm graded stone aggregate as in drains, surface channels, manhole foundation etc including necessary form work complete all as specified and directed.
Taking down cement plaster of any description on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
Supply only integral water proofing compound conforming to IS: 2645 - 1975 specification complete all as specified and as directed.
M&L for rendering 15mm thick( 10mm backing and 5mm floating coat) in CM 1:6 mixed with integral water proofing compound @ as per manufacturer instruction by weight of cement on floating coat as in fair faces of brick work or concrete surface of wall and finished surface even and smooth without using extra cement complete all as specified and directed. NOTE: WPC shall be measured and paid separately under respctive Item of schedule.
Material and labour for preparation of new plastered or unplastered surafces of wall and applying three coats of white wash complete all as specified and as directed.
Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L for 75mm thick plain cement concrete 1:2:4 type B2 (using 40mm graded stone aggregate) as in pavement / hard standing laid in alternative panel, surface finished even and smooth without using extra cement including necessary formwork complete all as specified and as directed.
M&L in repair for 80mm thick M-40 grade factory made vibratory compected cement concrete rubber moulded, interlocking paver block any shape and size conforming to IS 15658-2006 with grey cement and pigment as approved laid over and including 25mm thick consolidated sand cushion and joints filled with sand complete all as specified and directed.
M&L in repair for machine pressed ,pre-polished and chemically treated, smooth finished ,exterior graded coloured cement concrete Chequered tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and directed.
Dismantling floor, hearth or wall tilling including cement mortar bedding and rubbish off the premises complete all as specified and directed.
M&L for 25 mm thick plain cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in floor finished without using extra cement complete all as specified and as directed.
M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11sqm but not exc 0.18 (Ist quality ) conforming to IS-13755, as in floor set and jointed in neat cement slurry and pointed in coloured cement to match the surface including 15 mm thick screed bed in CM 1:6 complete all as specified and as directed.
M & L for glazed ceramic coloured tiles 300 x 450 x 7 mm thick (Ist quality) conforming to IS-13753, as in vertical surface such as skirting/dado set in neat cement slurry and pointed in coloured cement to match the surface, including 10mm thick rendering to receive tiles in CM (1:4) complete all as specified and as directed.
Demolition Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any morter complete all as specified and directed.
M&L for Machine cut kota stone slab flooring mirror finished 18-20mm thick (each slab not less than 0.25 sqm) over cement screed base rendering laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and 15 mm thick screed bed or bedding layer in CM 1:6 surface finished fair and even for laying floor finishes complete all as specified and directed.
M&L for Machine cut kota stone slab flooring mirror finished 18-20mm thick (each slab not less than 0.25 sqm) in riser of steps, skirting, dado and pillar over cement screed base rendering laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and 10 mm thick screed bed or bedding layer in CM 1:4 surface finished fair and even for laying floor finishes complete all as specified and directed.
Demolition of RCC of any description and in any position not otherwise specifically provided for including cutting reinforced as required complete all as specified and directed.
M&L for providing RCC 1:2:4 type B-1( using 20mm graded stone aggregate) as in precast cover slabs (for Manholes etc) and the like with plain faces and set in CM(1:4) including formwork complete all as specified and directed.
M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed.
Dismantling RCC Post or struts of any section, including taking out embedded portion and making good disturbed ground posts embedded in concrete foundation complete all as specified and directed.
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm ,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40mm graded aggregate) as in wall or retaining walls, any thickness, size or shape including pilaster, truss column, pillars and posts including caps and bases in foundation filling and mass concrete and PCC band at ground level to hold bottom line including necessary form work etc complete all as specified and as directed.
M&L for providing reinforced cement concrete type B-1, 1: 1.5:3 (20mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc for fencing,average sectional area exc 100 sq cm and n.exc 250 sq cm with or without chamfered angles and flat, splayed, rounded or mitred tops including formwork complete all as specified and directed (Reinforcements to be measured and paid separately)
S & F in repair of galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standared rails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc. including restaining and resecuring including making good staples of serviceable barbed wire with galvanised mild steel wire staples or steel pins etc as directed (each line of wire to be measured) complete all as specified and directed.
Refixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etcincluding provision of binding wire and fixing to angle iron fencing posts complete all as specified & directed.
M&L for Mild steel Plain bars 10mm dia , cut length, bent to shape required, including cranking, bending , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to for line wre/streatcher bar complete all as specified and directed.
S& F Mild steel work conforming to Fe-290 (Gde E-165) as in fillets for fencing post including cutting top 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 complete all as specified & directed.
M&L for preparation of newly steel and iron surface of any description width or girth n.exc 10 cm and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed.
S&F of Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long, Diameter of shank 5 to 10 mm complete all as specified and directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
M&L for mild steel work in tubular trusses and tubular posts including special shaped washer duly welded, complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St 240 with one shop coat of Zinc Chrome primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and as directed.
S&F for Mild steel plates (Plain or chequered) channels,square cut or notched,forming holes with rivetted,bolted or welded attachment conforming to Fe-410-W (Grade E-250) quality A complete all as specified and as directed.
S&F Rolled mild steel in Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) of grade Fe 410-W (Gde E-250) quality A complete all as specified and directed.
S&F Mild steel bolts. purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long (Dia if Neck exc 12mm N exc 20mm) complete all as specified and directed.
S&F mild steel flat iron as in bands straps, supports or stays for rainwater, ventilating pipes including bolt if required, hooks (stay) heavy for large gates,hook and pintle hinges,large hasps and staples, hold fasts, wall ties, hooks for hanging fans ,cleats for securing purlins to wood trusses or rafters and similar small articles conforming to Fe -290 Gde E-165 complete all as specified and directed.
Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.
Dismantling of AC corrugated / semi corrugated sheet as in roof coverings complete all as specified and directed.
M&L for high tensile 550 MPA yield strength Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering The sheet shall have a hot dip metallic zinc aluminium alloy coating of zinc 43.5%, aluminium (55%)and silicon (1.5%) with total mass coating of 150 gms/sqm on both sides. Covered width will be 1020mm and sheet length as per site requirement. The profile is having return leg for proper side lap. The sheet shall be fixed using self drilling/self capping screws with EDPM seal complete all as specified and directed.
All as per item No- 49 here- in- above but Plain sheets as in ridges/ hips / valley/Eaves and Eaves board - ditto --
M&L for 75mm thick plain cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection and footpath finished even and smooth without using extra cement, including making joints to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:2 by weight complete all as specified and as directed.
M & L for cleaning of manholes/septic tanks of any type/size and depth upto 1.50 Mtr by removing the sludge, mud and other accumulated solids, semi solids and other foreign materials from bottom 30cm of the manholes/Septic tanks of various sizes by manuaily or by mechanical method using ceespool/pumping set (including hiring charges and cost of fuel)and also cleaning the mouth of sewage line of any dia connected to manholes either by water pressure / rodding /flushing or any other suitable means at their own arrangements so as to remove the blockage and fully functional the MH/ST to the entire satisfaction of Engineer-in-charge.The sludge/semi-solid/solid content obtained from manholes/Septic Tanks should be deposited after digging earth pit at a separated place/area n.exc 50mt away and after deposition,the pit should be covered with two layers of Bamboo thaching followed by re-fillilling of earth/sand with 30cm Depth (Min) and spreading Bleaching powder @ 0.50 KG per sqm sorounding upto 1.0 M radius from outer face of pit and repositioning the RCC/CI cover slab all as directed. Contractors quoted rate should deemed to have been including all charges for the above and no extra shall be admitted at a later date.
All as per item N0-52 here in above but depth exceeding 1.5 M and not exceeding 3.0 m - ditto-
Cleaning blockage of sewer lines/drain pipes 100mm dia (internal) of sewer pipe lines in any position by Roding from both sides between two adjacent manholes or from inspection chamber to manhole or from gully trap to inspection chamber or through inspection eye of any depth till including flushing of water till clear flow of sewer/water is observed, complete all as specified and as directed. (Note:- Unit rate quoted shall deemed to be included of cleaning of scrubs, grass small roots etc, around the manholes, inspection chamber at adjacent to the pipe lines, cleaning etc and along sewage lines wherever required or as directed and no extra payment shall be made on this account).
All as per item N0-54 here in above but but 150mm dia of pipe(internal) - ditto-
Cleaning the blockage of Indian/European type water closet by using hand pump with rubber bucket or by opening the inspection eye and using cleaning rod and Toilet cleaner till achieved the clear flow of water and finally cleaning with flush water complete all as directed by the Engineer in charge.
Dismantling and breaking up 100 mm drain pipe (salt glazed stone ware or reinforced concrete) set in cement mortar alongwith concrete bed of drain pipes as in damaged portion of sewage line and work in foul position and depositing the spoil 100mt away and deposited including excavation, removing of soil and return filling of excavated soil where directed complete all as specified and as directed.
All as per item No-57 here-in-before but 150mm dia -ditto-
M&L for 100mm thick concrete bed to drain pipe (100mm bore) with PCC (1:3:6) type D2 using 40mm graded stone aggregate including packing under and haunching aginnst the sides of pipe after they are laid jointed and tested complete all as specified and as directed.
All as per item No-59 here-in-before but 150mm dia -ditto-
M&L for salt glazed stone ware drain pipe grade-A, conform to IS-651-1980, 100mm dia laid in trenches and jointed in cement mortar (1:1) complete all as specified and as directed.
All as per item No-61 here-in-before but 150mm dia -ditto-
S&F in repairs of PVC 110 mm bore (SWR) pipes single socket, in any length with rubber ring joint, fixed to wall using PVC Clamps complete all as specified and as directed
S&F in repairs of PVC 75 mm bore (SWR) pipes single socket, in any length with rubber ring joint, laid in trenches /under floor (complete including necessary eartwork,refilling & removal) complete all as specified and as directed.
S & F PVC (SWR) bends any radious suitable for 110 mm bore with access door complete all as specified.
S & F PVC (SWR) bends any radious suitable for 75 mm bore with access door complete all as specified.
S&F in repair of rotational moulded,Three layer HDPE water storage tank of 1000 ltrs capacity (Cylindrical vertical with closed top) ISI (IS 12701-1996) marked fixed in position on existing places complete all as specified including 02 Nos 20mm dia full threaded UPVC tank niple, 20 mm dia brass ball valve with epoxy coated Aluminium rod with high density plastic float ball( of minium weight 210 gms ) including fixing of inlet, outlet & overflow pipe etc, complete all as specified and as directed.
S&F in repair of rotational moulded,Three layer HDPE water storage tank of 500 ltrs capacity (Cylindrical vertical with closed top) ISI (IS 12701-1996) marked fixed in position on existing places complete all as specified including 02 Nos 20mm dia full threaded UPVC tank niple, 20 mm dia brass ball valve with epoxy coated Aluminium rod with high density plastic float ball( of minium weight 210 gms ) including fixing of inlet, outlet & overflow pipe etc, complete all as specified and as directed.
Taking up or down steel tubing and connections 15mm bore complete all as specified and directed.
Taking up or down steel tubing and connections 20mm bore complete all as specified and directed.
S& F 15 mm bore steel water tubes, medium grade, galvanised with all fitings and fixed to wall, complete all as specified and directed.
S& F 20 mm bore steel water tubes, medium grade, galvanised with all fitings and fixed to wall, complete all as specified and directed.
S&F in repairs flush pipe 32 mm dia of polyethylene of low or high density or PVC, for low level cistern complete all as specified and directed.
Disconnecting existing tanks of capacity exc.250 ltr and n.exc 500 ltr, setting a side (or lowering if required) for repairs, cleaning etc. & hoisting if required, reconnecting and refixing in position after cleaning and removing all sludge and dirt etc with help of scrapers, wire brush and applied castic soda and bleaching powder and cleaning out all sludge from tanks and mouth of circulating pipe etc. complete all as specified and directed.
Disconnecting existing tanks of capacity exc.500 ltr and n.exc 1000 ltr, setting a side (or lowering if required) for repairs, cleaning etc. & hoisting if required, reconnecting and refixing in position after cleaning and removing all sludge and dirt etc with help of scrapers, wire brush and applied castic soda and bleaching powder and cleaning out all sludge from tanks and mouth of circulating pipe etc. complete all as specified and directed.
M/S RATHIN ENTERPRISES
M/S ASHOK ENTERPRISE
M/S. KUMAR CONSTRUCTION CO.
M/S DEY ENTERPRISE
M/S ANNI ENTERPRISE
Shri T P ANIL KUMAR
M/S. MANOJ KUMAR AGARWALL
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