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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹22.4 L+₹1.7 L (8.21%)Rejected-Finance NEW HOSPITAL ROAD UDHAMPUR UDHAMPUR UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹24.4 L+₹3.7 L (18.1%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹24.4 L+₹3.8 L (18.3%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹25.0 L+₹4.3 L (20.9%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest bid |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
1 Jul 2024, 6:00 pmClosed
GE North Udhampur
GE (North) Udhampur PIN 182101 C/O 56 APO
REPAIR/MAINT TO BOUNDARY WALL, DRAIN AND CONNECTED ITEMS OF OTM AND MD ACCN AT JNE AND ADJOINING AREA UNDER AGE B/R-II OF GE (N) UDHAMPUR.
2024_MES_656965_1
GE/U(N)-42/2024-25
Open Tender
Civil Works
Item Rate
180 days
GE North Udhampur
Please refer tender documents
6 documents required · 6 mandatory
₹0
₹92,000
Yes
14 Sept 2024
31 May 2024
3 Jul 2024
31 May 2024
1 Jul 2024
15 Jun 2024
1 Jun 2024 - 7 Jun 2024
Amount
Dismantling wrought iron or mild steel work of any description, not otherwise provided for, complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position, not otherwise specifically provided for, complete all as specified and directed.
Demolition of brick work or stone boulder masonry, built in cement mortor including all quoins, arches, pillars etc., complete all as specified and directed.
Demolition of cement concrete (Un-reinforced) as in ground floor, not exc 15cm in thickness, at any position, complete all as specified and directed.
Taking down cement plaster on brick walls, stone masonry, concrete surfaces etc. including raking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed.
M&L for half brick work with sub Class 'B' bricks, old size, straight or curved on plan, built in CM 1:4, complete all as specified and directed.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exc 6 mtr mean radius, build in CM 1.4, complete all as specified and directed.
All as per Srl item No. 7.00 here-in-above but except bricks.
M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 with using water proofing compound, finished the surface even and smooth without using extra cement, complete all as specified and directed. Note :- WPC shall be measured and paid separately under respective item of BOQ.
Supply only integral water proofing compound.
S&F in replacement 110mm bore PVC (SWR) pipe, single socket in any length with rubber ring joints, fixed in weep holes, complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in coping, kneelers, bed blocks etc. including necessary from work, complete all as specified and directed.
M&L for preparation of new surfaces of wall and applying two coats of cement base paint over and including a coat of alkali resistant primer, complete all as specified and directed.
M&L for walling of random rubble stone masonry, uncoursed, well bounded, bedded and solidly hearted, built in CM 1:6, complete all as specified and directed.
All as per Srl item No. 14.00 here-in-above but except stones.
M&L for raised pointing to RR masonry in CM 1:4, complete all as specified and directed.
M&L for precast cement concrete 1:3:6, type C-1 (using 20mm graded crushed stone aggregates) as in PCC bonders, set in CM 1:6, complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in surface channels and drains etc., complete all as specified and directed.
M&L for 50mm thick PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in plinth protection, finished the surface even and smooth without using extra cement, complete all as specified and directed.
M&L for RCC (Design Mix) of Grade M-25 as in beams, cantilevers, bressummers, lintels over 1.5 mtr clear span, complete all as specified and directed.
M&L for RCC (Design Mix) of Grade M-25 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like, complete all as specified and directed.
Formwork to rough finished concrete surfaces and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping), complete all as specified and directed.
Formwork to rough finished edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, complete all as specified and directed.
S&F TMT Mild steel bars 10mm dia and over, cut to length, bent 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 0.9mm dia or securing with clips, complete all as specified and directed.
S&F TMT Mild steel bars 6-8mm dia and over, cut to length, bent 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 0.9mm dia or securing with clips, complete all as specified and directed.
M&L for mild steel angle iron / flat iron woek as in 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-410-0 or Fe-310-0, complete all as specified and directed.
S&F in replacement 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 crossing with and provision of galvanised mild steel wire, staples or steel pins etc, complete all as specified and directed.
S&F in replacement concertina coil, punched type (including spike and handle) with 50/51 turns and dia 600mm, having a 2.6mm dia core wire of high carbon spring steel of high tensile strength. The punched tape and core wire are electrogalvanized to provide protection against outdoor exposure. The punched tape is mechanically crimped over the cover wire and then formed into a coil at various parts of the periphery of the coil steel clips connect the individual turns of the coil to each other so that it opens up like an accordion. The weight of each coil will be 9 KG (+/- 5%) without packing material and coil length 7 to 8 mtr when opened up. Each coil wound with bituminized Hession cloth for providing protective coating, complete all as specified and directed.
Excavating in post holes (or similar holes) each, not exceeding 0.50 Cum and getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm thick, complete all as specified and directed.
M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc., 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 exceeding 30cm long and 12-20mm dia of neck, complete all as specified and directed.
S&F in replacement chain link MS galvanised fencing of 50mm x 50mm size, complete all as specified and directed.
Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation, shaft, wells, cesspits, manholes, laying of pipe etc. and getting out in any type of soil, complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed.
Removing excavated material (soil) to a distance not exceeding 50 mtr and deposited where directed at a level not exceeding 1.50 mtr from the starting point, complete all as specified and directed.
Demolition and breaking up of drain pipes (salt glazed wire, AC or RCC) of 150mm-300mm bore, set in cement mortar, complete all as specified and directed.
M&L for 150mm bore reinforced concrete pipes, Class NP2, laid in trenches and jointed with collars, complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and hunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in cover slabs for manholes, culvert on drain and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc., complete all as specified and directed.
Cutting into existing manholes for connecting new drains (internal dia of pipe not exc 200mm), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) smooth finished and reforming benching, complete all as specified and directed.
M&L for preparation of new steel or iron surfaces of any description, exceeding 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
M&L for preparation of old steel or iron surfaces of any description, exceeding 10cm width or girth and applying two coats of synthetic enamel paint, complete all as specified and directed.
M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floors or sub base of floor, complete all as specified and directed.
M&L for machine pressed cement concrete interlocking paver block, glossy finish, any shape and size, confirming to IS:15658-2006 of 60mm thickness, M-35 grade, laid with grey cement and pigment, complete all as specified and directed.
M&L for chequred cement concrete tiles of size 25cm x 25cm x 22mm thick each, set, jointed and pointed in neat cement slurry, laid in floors with grey cement and pigment, laid over and including 20mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed.
M&L for sand cushioning as in under floors/ paver block including spreading, leveling, watering if required, complete all as specified and directed.
Providing and fixing precast cement concrete 1:2:4, type B-0 (using 12.5mm graded crushed stone aggregate) louvers & jallies, 25mm thick (measured solid), set in cement mortar 1:4 including all mouldings and shuttering, complete all as specified and directed.
Providing and fixing precast cement concrete 1:2:4, type B-0 (using 12.5mm graded crushed stone aggregate) louvers & jallies, 25mm thick (measured solid), set in cement mortar 1:4 including all mouldings and shuttering, complete all as specified and directed.
MAHAJAN TRADING CO
jyoti parkash sharma
M/S GURU DEV BUILDERS
M/S IMTESH BHAT
RAMAN CONSTRUCTION CO
HANS RAJ SHARMA
sohtra and co
RAMAN KUMAR
paras ram pachiala
M/s ARJUN SINGH
SINGH CONST CO
d d builders
S K BROTHERS
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