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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹32.9 L+₹2.4 L (7.90%)Rejected-AOC | L2 | Rejected-AOC Rejected due to not being L1 | |
| 3 | L3₹33.8 L+₹3.3 L (10.9%)Rejected-AOC NEAR TCP DOMAIL WARD NO 2 UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-AOC Rejected due to not being L1 | |
| 4 | L4₹33.9 L+₹3.5 L (11.4%)Rejected-AOC | L4 | Rejected-AOC Rejected due to not being L1 | |
| 5 | L5₹35.1 L+₹4.6 L (15.1%)Rejected-AOC | L5 | Rejected-AOC Rejected due to not being L1 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
27 Jun 2023, 6:00 pmClosed
GE NORTH UDHAMPUR
GE NORTH UDHAMPUR
GE U(N) 26 2023 24 REPAIR MAINT OF SECURITY WALL FENCING GATE CULVERTS AND CONNECTING ITEMS IN NCVD ASC BN EME BN WKSP AFVH AND MD ACCN OF JNE AND ADJOINING AREA UNDER AGE B R II OF GE (N) UDHAMPUR
2023_MES_600501_1
GE/U(N)-26 2023-24
Open Tender
Civil Works
Item Rate
180 days
GE NORTH UDHAMPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE NORTH UDHAMPUR
₹80,000
Yes
30 Jun 2023
2 Jun 2023
29 Jun 2023
2 Jun 2023
27 Jun 2023
14 Jun 2023
Amount
M&L for demolition of brick work or stone boulder masonary built in cement mortor including all quoins arches pillars etc complete all as specified & directed by Engr -in-Charge.
M&L for demolition of cement concrete unreinforecement of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr in charge
M&L for half brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius but in cm 1:4 complete all as specified and directed by Engr in charge
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius butt in cm 1:4 complete all as specified and directed by Engr in charge
All as per ser item No 04 here-in-before but except bricks complete all as specified and directed by Engr in charge
M&L for taking down cement plaster of any description on bricks, plain cement concrete block or stone walls, etc. Including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr in charge
M&L for 15mm thick rendering on fair faces or brick / concrete surfaces in cement mortar 1:4 with using water proofing compund and finishes even and smooth without using extra cement complete all as specified and directed by Engr in charge
Supply only integeral water proofing compound complete all as per specified and directed by Engr -in-charge.
S&F in repair PVC (SWR) pipe 110mm dia single socket in any length with rubber ring joints fixed complete all as specified and directed by Engr in charge
M&L for plain cement concrete 1:2:4 type B-1 using 20mm graded aggregate as in coping. Kneelers, bed block including necessary from work complete all as specified and directed by Engr in charge
M&L for two coat of cement base paint over newly plastered surfaces of wall including one coat of primer and preparing surfaces complete all as per specified and directed by Engr -in-charge.
M&L for waling of random rubble masonry built in cement motar 1:6, uncoursed, well bounded, bedded and solidly hearted complete, complete all as specified and directed by Engr in charge
All as per above but except stones complete all as specified and directed by Engr in charge
M&L for Raised pointing to RR masonry in CM 1:4 all complete all as specified and directed by Engr in charge
M&L for providing Precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in plain cement concrete bonders set in CM 1:6 all complete all as specified and directed by Engr in charge
M&L for plain cement concrete 1:2:4, B-1 (20mm graded stone aggregate) as in surface channels and drains etc complete all as specified and directed.
M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection even and smooth with using extra cementcomplete all as specified and directed by Engr in charge
M&L for demolition of cement concrete reinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr in charge
M&L for RCC M-25 type B1 1:2:4 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr in charge
M&L for RCC M-25 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like including 15 mm th plastering with water proofing compound as directed laid/made to slope as in RCC roof surfaces complete all as specified & directed by Engr -in-Charge.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and directed by Engr in charge
Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/plain cement concrete bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed by Engr in charge
M&L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr in charge
M&L for mild steel bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr in charge
M&L for dismantling of wrought iron or mild steel work of any decription not otherwise provided for all as spd & dir by Engr -in-Charge.
Fixing only mild steel work as in posts & struts in fencing including cutting tops to shape as directed drilling holes, notching for wire etc & similar work convirming to Fe 290 Gde E-165 complete all as specified and directed by Engr in charge
S&F mild steel angle iron/flat iron 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 repairs galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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 as directed.
S&F in repairs 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 electro galvanized to provide protection against out door 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 cannect the individule turns of the coil to each other so that it opens up like an accordion. The weight of each coil will be 9 Kgs (+- 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 by Engineer-in-Charge.
M&L for excavation in post holes (or similar holes) each not exceeding 0.5 cum, in any type soil, 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 complete all as specified and directed by Engr in charge
M&L for plain cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified and directed.
M&L for mild steel bolts, purpose made, with hexagonal or square head 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 30 cm long and dia of neck exceeding 12 but not exceeding 20mm complete all as specified and directed by Engr in charge
Supply and fixing in repair only for chain link MS galvanised fencing of 50 mm x 50mm size , complete all as specified and as directed. .
M&L for two coat of synthetic enamel paint on steel surface over one coat of priming with red oxide, zinc chrome of any description over 10 cm in width or girth, notother wise described including preparation of surfaces complete all as specified and directed by Engr in charge
M&L for plain cement concrete 1:4:8 type D-2 as in floors 75mm thick complete all as directed & specified.
M&L for Machine pressed concrete interlocking paver block glossy finish, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment over delete in toto all as specified.
M & L for providing Chequred cement concrete tiles 25cm x 25cm x 22 mm thick tiles set , jointed and pointed in neat cement slurry in floors with grey cement and pigment laid over & incl 20 mm thk screed bed in CM 1:4 all as specified and directed by Engr -in-charge.
M&L for Sand cushoning bed (filling under floors) incl spreading levelling watering if required complete all as specified and directed.
M&L for excavation in trenches, n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation or for shafts,wells, cesspits, manholes,pier holes etc, n.exc 10 sqm on plan and n.exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed by Engr in charge
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm, in any type of soil, complete all as specified and directed by Engr in charge
M&L for removing excavated material (soil) to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified and as directed .
M&L for reinforced concrete pipes, class NP2 of 150 mm bore laid in trenches and jointed with collars incl demolition & breaking of old unserviceable pipes all as specified & dir by Engr -in-charge.
M&L for Concrete bed to drain pipes including packing under, and haunching against theNsides of pipes after they are laid and tested cement concerete type D2 1:4:8 all as spd & dir by Engr -in-Charge
Precast cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cover slabs ( for manholes etc).,culvert on drain and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed by Engr -in-Charge.
M&L for plain cement concrete 1:4:8, type D-2 (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 cutting into exising manholes for connecting new drains (internal dia of pipe n.exc 200 mm), 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 as directed.
M&L for Providing precast cement concrete 1:2:4, type B0, using 12.5mm graded 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 by Engr in charge
M/S GURU DEV BUILDERS
TULSI RAINA AND SONS
M/S IMTESH BHAT
paras ram pachiala
DURGA CONSTRUCTION CO
SHIVAE CONSTRUCTION
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