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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-AOC Being the lowest bid | |
| 2 | L2₹16.6 L+₹6,450 (0.39%)Rejected-Finance M S SODHI TRADING DEWAN BAGH BARAMULLA JAMMU AND KASHMIR 193101 UDYAM JK 03 0006100 01ABYFS3595H1ZM B R | BARAMULLA | JAMMU AND KASHMIR | 193101 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹17.2 L+₹71,980 (4.36%)Rejected-Finance 13 P N DOGRA MARKET GOLE MARKET UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹18.0 L+₹1.5 L (9.13%)Rejected-Finance | L4 | Rejected-Finance Other than L1 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
13 Jul 2020, 6:00 pmClosed
GE UTILITIES
GE UTILITIES UDHAMPUR PO GARHI PIN 182121 UDHAMPUR
Repair to fencing boundary wall and path culvert and retaining wall under GE Utilities Udhampur
2020_MES_351236_1
GE/U-17/2020-21
Open Tender
Civil Works
Item Rate
270 days
UDHAMPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE UTILITIES UDHAMPUR
₹40,000
Yes
3 Sept 2020
9 Jun 2020
15 Jul 2020
9 Jun 2020
13 Jul 2020
29 Jun 2020
Amount
Taking down cement plaster on brick or concrete surface etc including raking out joints hacking for key and scrubbing with water etc complete all as specified and directed by Engr-in-Charge.
M&L rendeing 15mm thick cement plaster on fair faces of brick or concrete surface in CM 1:4 and and finishing the surface even and fair complete all as specified and directed by Engr-in-Charge.
M&L for applying two coats of cement base paint, white or tinted over a coat of primer on new wall surface including preparation of surface complete all as specified and directed by Engr-in-Charge.
M&L for applying one coat of cement base paint, white or tinted on old wall surface including preparation of surface complete all as specified and directed by Engr-in-Charge.
M&L for applying one coat of synthetic enamel paint on old steel surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of surface complete all as specified and directed by Engr-in-Charge.
Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precastconcrete articles complete all as specified and directed by Engr-in-Charge.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.
M&L for brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class ‘B’ bricks (Old size bricks) but except bricks complete all as specified and directed by Engr-in-Charge.
M&L walling of random rubble masonary uncoursed well bonded bedded and solidly hearted built in CM 1:4 at back side as work proceed complete all as specified and directed by Engr-in-Charge.
Description all as per serial item No 9.00 here-in-before but except stone complete all as specified and directed by Engr-in-Charge.
M&L for flush pointing to stone masonary wall in cement mortar 1:3 complete all as specified and directed by Engr-in-Charge.
M&L for precast cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in bonders for stone walling set in CM 1:4 complete all as specified and directed by Engr-in-Charge.
Demolition of PCC of any description and in any position not specialy provided for, unreinforced and removing the rubbish out side MD land complete all as specified and directed by Engr-in-Charge.
Material and labour for cement concrete (1:2:4) type B-1, (using 20mm graded aggregate) as in coping complete all as specified and directed by Engr-in-Charge.
Broken glass coping on top of walls in cement mortar 1:3 including taking off remaining rubbish complete all as specified and directed by Engr-in-Charge.
Demolition of PCC in ground floors & pavings n exc 15 cm thickness below or above ground level, unreinforced and removing the rubbish out side MD land complete all as specified and directed by Engr-in-Charge.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 garde, with grey cment and pigment complete all as specified and directed by Engr-in-Charge.
Roughening surfaces of old concrete surfaces by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed by Engr-in-Charge.
M&L for brushing neat cement slurry with 3.00kg of cement per sq.metre complete all as specified and directed by Engr-in-Charge.
M&L colured Chequered cement concrete tiles 25 cm x 25 cm x 22 mm thick, set, jointed and pointed in neat cement slurry (with grey cement and pigment) as in floors over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed by Engr-in-Charge.
Taking down PVC (SWR) pipe 110 mm dia fixed in position complete all as specified and directed by Engr-in-Charge.
Supply only PVC (SWR) Pipe 110mm dia single socket in any length with rubber ring joints fixed to wall including PVC clamps complete all as specified and directed by Engr-in-Charge.
S&F PVC (SWR) bends any radius 110mm dia complete all as specified and directed by Engr-in-Charge.
M&L for providing 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregates as in sub pavement including necessary formwork complete all as specified and directed by Engr-in-Charge.
M&L 75 mm thick cement concrete type B-1, 1:2:4 (20 mm graded crushed stone aggregate as in floor finished even and smooth including necessary formwork complete all as specified and directed by Engr-in-Charge.
M&L for 20mm wide expansion joints in full depth of concrete and filled with pre-formed bitumenous filler and top 30mm primed and sealed with sealing coumpound Grade "B" etc complete all as specified and directed by Engr-in-Charge.
Forming construction joints 30mm deep x 10mm wide filled with sealing compound Grade'B' complete all as specified and as directed by Engr in Charge.
Dismantling post or struts (wood, steel or RCC) any position, including taking out embeded portion, concrete, brick work, masonary etc and making good disturbed ground complete all as specified and directed by Engr-in-Charge.
Dismantling fencing wire, chain link, mesh fencing or any type and any position etc complete all as specified and directed by Engr-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engr-in-Charge.
Dismantling barbed wire of any description complete all as specified and directed by Engr-in-Charge.
M&L for hand rails, half rounded or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for door,balusters, noising to steps including embedding in concrete and screweing etc wind ties including securing bolts post and struts in fencing drilling holes,notching for wire etc flat iron fillets including necessary drilling, bolting and reveting etc or similar works complete all as specified and directed by Engr-in-Charge.
M&L for band strap support of stay, wall tie, hold fast or similar works etc complete all as specified and directed by Engr-in-Charge.
M&L for 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 complete all as specified and directed by Engr-in-Charge. (each line wire to be measured).
Restraining resecuring existing galvanised barbed wire as in fencing, including making good staples etc complete all as specified and directed by Engr-in-Charge.
M&L Mild Steel round bars Fe-410-W (Gde E-250) quality-A or Fe 290 (Gde E-165) for securing chain link fencing complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed by Engr-in-Charge.
M&L for Mild Steel nuts and bolts of size 12mm dia bolt exc 5cm but not exc 10cm long etc and dia of neck 10mm complete all as specified and directed by Engr-in-Charge.
S&F chain link fencing 4mm dia bar and mesh size 100x100mm complete including line wires of any mesh size and to any type of standards rails,straining bolts etc including provisioning of binding wire complete all as specified and directed by Engr-in-Charge.
S&F chain link fencing 4mm dia bar and mesh size 40x40mm complete including line wires of any mesh size and to any type of standards rails,straining bolts etc including provisioning of binding wire complete all as specified and directed by Engr-in-Charge.
M&L for preparation of new steel surfaces of any description not otherwise described over 10cm width and girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on exposed surfaces complete all as specified and directed by Engr-in-Charge.
M&L for preparation of new steel surfaces of any description not otherwise described not exc 10cm width and girth applying two coats of synthetic enamel paint over a coat of red oxide primer on surfaces exposed to complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:2:4 type C1 (using 20mm graded stone aggregate) as in cills, angle post, bed plates, plinth courses, string courses etc complete all as specified and directed by Engr-in-Charge.
S&F framed MS work as in grills, gratings, etc.. with ends of bars shouldered and/or riveted, similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engr-in-Charge.
S&F expanded metal exc 4.00 Kg per sqm cut to length, bent to shape and welded with MS angle iron frame complete all as specified and directed by Engr-in-Charge.
S&F short barb concertina coil SG hot galvanised spring tensile wire UTS 145 to 150 Kg/sqm and dia of coil when stretched 1050 mm having (50 turn per coil) and minimum weight of coil 15 Kg/coil + 5% and maximum expendable length 14-15 metre hot dip galvanised, barb length 11 mm + 1 mm and pitch between two barbs is 24 mm + 0.5 mm, thickness of tape 0.5 mm and dia of spring core wire is 2.6 mm complete all as specified and directed by Engr-in-Charge.
S&F short barb concertina coil SG hot galvanised spring tensile wire UTS 145 to 150 Kg/sqm and dia of coil when stretched 610 mm having (50 turn per coil) and minimum weight of coil 8 Kg/coil + 5% and maximum expendable length 6-8 metre hot dip galvanised, barb length 11 mm + 1 mm and pitch between two barbs is 24 mm + 0.5 mm, thickness of tape 0.5 mm and dia of spring core wire is 2.6 mm complete all as specified and directed by Engr-in-Charge.
M&L for running welding, thickness of metal to be welded exc 6mm and not exceeding 9 mm complete all as specified and directed by Engr-in-Charge.
SODHI TRADING CORPORATION
VARDHMAN INTERNATIONAL
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