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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAccepted-AOC HASIMARA POST HASIMARA DISTT ALIPURDUAR PIN 735215 WB | HASIMARA | ALIPURDUAR | WEST BENGAL | 735215 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹46.4 L+₹2.3 L (5.15%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹46.7 L+₹2.6 L (5.98%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹46.9 L+₹2.8 L (6.41%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹47.5 L+₹3.4 L (7.73%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
17 May 2023, 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, SEWAGE LINE, PARKING SHED ETC AND CERTAIN MISC WORKS AT HASIMARA MIL STN AND IMTRAT WKSP EME UNDER GE (SOUTH) BINNAGURI
2023_MES_585820_2
8562/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) BINNAGURI
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (SOUTH) BINNAGURI
₹84,000
Yes
21 Jun 2023
26 Apr 2023
19 May 2023
26 Apr 2023
17 May 2023
3 May 2023
Amount
Demolition of brick work built in cement mortar complete all as specified and as directed.
M&L brick work with sub class 'B' bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:4) all as specified.
M&L brick work with sub class 'B' bricks straight or curved in plan to any radiusin half brick thick walls built in CM (1:4)
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 cement concrete type C2 (1:2:4) (using 40 mm graded stone aggregate) in surface channels, drains and manhole foundation etc.
Taking down cement plaster on brick or stone walls, etc, including raking out joints, hacking for key, scrubbing down with water, etc as directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement including mixing of water proofing compound wherever required as per manufacturers instructions (WPC shall be measured & paid separately).
Supply only water proofing compound of approved quality.
M & L preparing newly plastered surfaces of wall and applying 3 coats of white wash complete as specified and directed.
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) as directed.
M & L 75 mm thick plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth with out using extra cement including making joints with bitumastic filling in proportion of bitumen and sand (1:2) complete as specified and directed.
M & L for PCC (1:2:4), type B1, (using 12 mm graded stone aggregate) in coping as all specified .
Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) as directed.
M&L for 75 mm thick PCC 1: 3:6 Type C-2 using 40mm graded stone aggregate in pavement/hard-standing laid in alternative panels, surface finished even and smooth without using extra cement, including necessary form work, complete all as specified and directed.
M & L for spreading and leveling of sand (river sand)of grading zone-I of SSR part -1 of approved quality and layers n.exc 25 CM thick.
M&L for Machine Pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with greycement and pigment complete all as specified and as directed by Engr-in-Charge.
All as per item no 16 above but except precast concrete interlocking paver block
M & L prepolished coloured and chemically treated chequered cement concrete tiles 20cm x20 cm x25 mm /30 cm x30cm x25 mm thick confirming to IS - 13081, 1993 with grey cement and pigment set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed in cement morter 1:6. (Make- Lovely or equivalent make)
All as per item no 18 above but except chemically treated chequered cement concrete tiles
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises as directed.
M & L 25 mm thick, PCC 1:2:4, type B-1, (using 20 mm graded stone aggregate) as in floors & finishing the surfaces fair and even with out using extra cement complete as specified and directed.
M & L Non - skid coloured Ceramic tiles of design as approved by GE 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 with the shade of tiles including 15mm thick screed bed in cement mortor 1:6 complete all as specified and directed. (Make- Kajaria/ johnson)
M & L glazed (coloured) ceramic tiles of size 300 x 450 x 7mm thick on vertical surfacessuch as dado/skirting/risers to steps etc jointed in neat cement slurry and pointed in white or coloured cement to match surface of liles over and including rending 10 mm thick in cement mortar 1:4 complete all as specified and directed.Note- (i) The size of tiles (except Thickness) may be varied during execution without any price adjustment.
Dismantling posts or struts (wood, steel or RCC) embedded in concrete, brick work masonry etc any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
Excavation in any type of soil for post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as walls or retaining walls, any thickness, size or shape including pilasters, tresses columns, pillars, boundary pillars and posts including caps and bases)in foundation filling and mass concrete and as PCC band at ground level to hold bottom line complete all as specified and directed.
M&L for RCC type B-1, 1:2:4 using 20 mm graded stone aggregate in precast posts, fencing posts, straining or terminal posts, struts etc for fencing average sectional area exc 100 Sq cm but not exc 250 Sq cm with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed complete all as specified and directed.
M & L for mild steel 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.
Mild Steel TMT bar 5mm dia and over upto and including 10mm dia as in stirrups, spacers & binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
S&F in repair Galvanized, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of posts, straining bolts,standard bolt, including securing or tying at crossing with and including provision of galvanized mild steel wire staples or steel pins, etc complete all as specified and directed (Each line of wire to be measured for the purpose of payment).
Dismantling fencing wire mesh, any type complete all as specified and directed.
Re-fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire
Mild Steel Gd.I, IS 432 (part I) part -I round bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
S&F 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 concreteand screwing etc. wind ties forroof 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 meshetc.) including all necessary drilling, bolting or riveting, etc.,and similar work confo Fe-290 Gde E-165
M&L for preparation of new or previously untreated surfaces of steel of any description, not exc 10cm in width or girth when unconnected with other painting and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S&F 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, not exc 5cm long and 5 to 10 mm dia of shank 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.
Dismantling timber scantlings 40 sqcm and over in section as in unframed work in any position complete all as specified and directed..
S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St -240 and painted one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed.
S&F MS steel Hollow section Square/rectangular as in roof truss ,purlin,rail etc etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St -240 and painted one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed.
S&F rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes ,without and attachment of grade Fe 410-W (Gde E-250) quality A complete all as specified and 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)
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.
S & F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/ eaves board fixed with selp tapping screw complete all as specified and directed.
S & F pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/eaves board fixed with selp tapping screw complete all as specified and directed.
Taking out/Bailing out the sludge / semi solid materials including other foreign materials from septic tanks / manholes of various sizes and depths upto 1.5m as required by manually or by pumping with suitable pumping machinery and taking out sludge/ semi solid materials / any other foreign materials from septic tanks etc and removing the sludge within 50 m distance and deposited in a pit to be excavated and covered with two layers of bamboo mating and earth filling upto 30cm depth of pit including removing and refixing of manhole covers as required complete all as specified and directed by Engineer in Charge. (Note: (i) The cost of Excavation and earth work for pit, bamboo matting, temporary barricade of the pit and providing sufficient bleaching powder shall deem to be included in the unit quoted rate (ii) Hiring charges and cost of fuel for sewage pump shall deemed to be included in the unit quoted rate and nothing extra shall be paid in thism account)
All as per serial item No 48 above but depth exc 1.5m and n exc 3.0m complete ditto
Cleaning of blockage in sewage lines / drain pipes of the following internal dia 100mm by rodding or by any other suitable means and cleaning the entire line and well flushing between the manholes complete all as specified and directed by Engineer in Cha
All as per serial item No 50 above but 150mm dia complete ditto
Cleaning of blocked WC's and soil pipes of any dia up to first manhole by rodding or by any other means and well flushing with water the entire line after cleaning complete all as directed by Engineer - in - Charge..
Demolition and breaking up 100 mm dia drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 m and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 m as directed by the Engineer-in-Charge.
All as per item No. 53 above but for 150 mm dia. Pipe.
M & L for PCC (1:3:6), type C 2, (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore of pipe.
All as per item No 55 above but for 150 mm dia. Pipe.
M & L for 100 mm dia Salt Glazed stone ware drain pipes, grade “A”, laid in trenches and jointed in cement mortar and tested as specified.
All as per item No.57 above but for 150 mm dia Pipe.
Taking down soil/ waste vent and rain water pipes including all fittings of any size and pattern in any position.(PVC/AC/RCC etc)
S & F 110 mm bore PVC (SWR) pipe, single socketed in any length with rubber ring joints, fixed to walls complete all as specified and as directed.
S & F 75 mm bore PVC (SWR) pipe, single socketed in any length with rubber ring joints, laid in floors or trenches complete all as specified and as directed.
S & F 110 mm bore PVC (SWR) bends of any radius with access door.
S & F 75 mm bore PVC (SWR) bends of any radius with access door.
Dismantling water tanks and removing to store exceeding 500 ltrs and n exc 1000 ltrs complete all as specified and directed.
S & F 1000 ltrs three layers rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) incl connecting up pipes securing access covers etc as specified and as directed(Make : Sintex or Polycon).
Dismantling water tanks and removing to store of capacity exc 250 & n.exc 500 ltrs.
S & F 500 ltrs three layer rotational moulded polyethelene water storage tanks (cyclindrical vertical with closed top) incl connecting up pipes securing access covers etc as specified and as directed(Make : Sintex or Polycon).
Taking up or down steel tubing and connections including cleaning if refixing required for 15 mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections including cleaning if refixing required for 20 mm bore of pipe complete all as specified and directed.
S&F GI tubes medium grade with all fittings fixed to walls and ceilings or laid in floors of 15 mm bore of pipe complete all as specified and directed.
S&F GI tubes medium grade with all fittings laid in trenches of 20 mm bore of pipe 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.
Demolition of cement concrete reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:4 complete all as specified and directed.
Mild Steel TMT bar 5mm dia and over upto and including 10mm dia as in stirrups, spacers & binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M/S BISHAL ENTERPRISES
M/S. JOGINDER KUMAR GOYAL
M/S SARDAR MAL NAHATA
M/S RATHIN ENTERPRISES
M/S ROY ENTERPRISE
BHARAT ELECTRIC
Shri T P ANIL KUMAR
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