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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.9 LAccepted-AOC 67 PATEL NAGAR NEW MANDI MUZAFFARNAGAR INDEX NO C 630 HQ CE WC | L1 | Accepted-AOC Ok | |
| 2 | L2₹56.7 L+₹1.7 L (3.02%)Rejected-AOC H NO 670 SECTOR 10 PANCHKULA HRY 134115 | PANCHKULA | HARYANA | 134115 | L2 | Rejected-AOC Ok | |
| 3 | L3₹57.6 L+₹2.6 L (4.70%)Rejected-AOC 34 RAJA ROAD DEHRADUN UTTARAKHAND 2480001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L3 | Rejected-AOC Ok | |
| 4 | L4₹62 L+₹7.0 L (12.7%)Rejected-AOC WING NO 7 2 10 PREMNAGAR DEHRADUN UK | L4 | Rejected-AOC Ok | |
| 5 | L5₹75.4 L+₹20.4 L (37.1%)Rejected-AOC 452 1 STREET NO 2A KAULAGARH ROAD RAJENDRA NAGAR DEHRADUN UTTARAKHAND 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L5 | Rejected-AOC Ok |
Tender Value
₹84.7 L
EMD Value
₹1.5 L
Closing Date
10 May 2025, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
SPECIAL REPAIR TO BOUNDARY WALL WITH BARBED WIRE AND CONCERTINA COIL TO P 32 and P 33 AT MALL ROAD GE PROJECT OFFICE AND SPL REPAIR TO SEWAGE SYSTEM NEAR BLDG NO P 16 AT R R UNDER GE DEHRADUN
2025_MES_703258_1
0018/DDN/E8
Open Tender
Civil Works
Works
180 days
Dehradun
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Yes
GE Dehradun
₹1.5 L
Yes
23 Jun 2025
1 Apr 2025
12 May 2025
1 Apr 2025
10 May 2025
23 Apr 2025
Amount
Demolition brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified and as directed.
Demolition of reinforced cement concrete Concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed
Excavatiing over area not exceeding 1.50 metre deep and getting out in any type of soil complete all as specified and directed.
Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in any type of soil complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling, mass concrete, sub base or leveling course of floor etc complete all as specified and directed.
M & L for RCC (Nominal Mix) 1:2:4 type B-1 using 20mm graded stone aggregate as in foundation, footings, foundation beams, plinth beams, bases for columns, etc basement slabs and mass concrete complete all as specified and directed.
M & L for RCC (Nominal Mix) 1:2:4 type B-1 using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M & L for RCC (Nominal Mix) 1:2:4 type B-1 using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished flat surface of concrete complete all as specified and directed.
M & L for use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc fair finished flat surface of concrete complete all as specified and directed.
M & L for use and waste of form work to sides of pillars, posts, columns fair finished flat surface of concrete complete all as specified and directed.
M&L for mild steel TMT 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.
M&L for TMT MS bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed.
M&L brick work with sub class 'B' brick straight or curved on plan exc. 6 m mean radius built in cement mortar 1:6 including all quoins, arches, pillars etc complete all as specified and directed.
All as per item No. 15 above, but except bricks complete all as specified and directed. (Bricks obtained from demolition shall be re-used)
Taking down cement plaster of any description on brick/stone/concrete wall surfaces of any description including racking out joints hacking for key, scrubbing down with water etc. complete all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished surfaces even and smooth without using extra cement complete all as specified and as directed.
M&L for preparation of newly plastered surface of wall and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified
Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 CM in any type of soil complete all as specified and directed.
Removing excavated surplus soil/material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed.
S&F mild steel for Joist, channel, angle, or tee sections, fixed independently, without connecting plates as in fencing post confirming to FE-410-W (GdeE-250 quality-A) complete all as specified and directed.
M & L for applying two coats of synthetic enamel paint on new or previously untreated steel surfaces of any description over 10 cm width or girth over a coat of red oxide primer including preparation of steel surfaces complete all as specified and directed.
S&F mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 including necessary welding, drilling hole complete all as specified and directed.
S&F in repair 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 strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.
S&F in repair 600mm dia (when unstretched) punched tape GI concertina coil, having 50 to 53 spriral turns per 5 RM of stretched length, 2.59mm dia of GI core wire with 0.5mm thick 19mm wide electrogalvanised steel strip with width of barbs 11.5mm and pitch of barbs 25.4mm, with clips complete all as specified and directed. Note: (i) Running length of wall occupied by coil shall only be measured for payment. (ii) Weight of each coil 9.5 to 10 Kg having 50 to 53 circles shall be provided to cover 5 running meter length.
M & L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in window or door cill,lintel, benching to drain, holdfast, coping, bed block, posts, boundary pillars, bonders etc. and the like edge slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
M & L for complete removal of existing treatment from wall including corners and applying two coats of cement base paint complete all as specified and directed.
M & L for providing precast cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in win- dow or door cills, lintels, cover slab for drain and man hole, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match including necessary form work complete all as specified and directed.
M & L for RCC (Nominal Mix) 1:2:4 type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for construction of 100 users septic tanks complete as shown on CE Bareilly Zone TD drg No.217 sht 1/7 to 7/7 complete all as specified and directed.
M&L for construction of 3.0m internal dia and 6.0m effective depth, soakage wells exc in ordinary soil complete as shown on CE Bareilly Zone TD drg No.309 sht 1/4 to 4/4 complete all as specified and directed.
M & L for use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick for flat rough finished surfaces of concrete (Horizontal or sloping) complete all as specified and directed.
M & L for use and waste of form work to 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/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for flat rough finished surfaces of concrete complete all as specified and directed.
Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore of pipe complete all as specified and directed.
S&F 200mm dia salt glazed stoneware drain pipes grade 'A', laid in trenches and jointed in CM 1:1, including dismantling of existing unserviceable SGSW drain pipe alongwith fitting and accessories upto 200mm bore complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore of pipe complete all as specified and directed.
S&F 150mm dia reinforced concrete class NP-2, laid in trenches and jointed complete with collars, including dismantling of existing unserviceable SGSW drain pipe alongwith fitting and accessories upto 150mm bore complete all as specified and directed.
M&L for cutting salt-glazed stoneware drain pipe in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and blocking up end with cement concrete 1:2:4. type B-1 for a depth of at least 30cm from the cut made complete all as specified and directed .
M&L for cutting into existing manholes for connecting new drains 150mm dia 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 smooth finished and reforming benching as required complete all as specified and directed .
M&L for 75mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed.
M&L for 75mm thick PCC 1:3:6 type C-1 using 20 mm graded stone agg as in plinth protection finished surfaces even and smooth without using extra cement complete all as specified and as directed.
M & L for sand filling under floors or in foundations including spreading, levelling, watering and consolidation under interlocking tilessand cushion complete all as specified directed.
M&L for Refixing of machine pressed precast concrete interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 60/80 mm thickness M-35/M-40 grade with grey cement and pigment complete all as specified and directed.
M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6 finished surfaces even and smooth without using extra cement complete all as specified and as directed.
S&F in repair 75mm bore PVC (SWR), waste and vent single socketed, in any length, with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S&F in repair 110mm bore PVC (SWR), waste and vent single socketed, in any length, with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S&F in repair 75mm bore PVC (SWR), waste and vent single socketed, in any length, with rubber ring joints, fixed to wall with clamps complete all as specified and directed.
S&F in repair 110mm bore PVC (SWR), waste and vent single socketed, in any length, with rubber ring joints, fixed to wall with clamps complete all as specified and directed.
S&F in repair 75mm bore PVC (SWR), bends of any radius, fixed complete all as specified and directed.
S&F in repair 110mm bore PVC (SWR), bends of any radius, fixed complete all as specified and directed.
S&F in repair 125mm bore PVC (SWR), 'P' trap, fixed complete all as specified and directed.
S&F in repair 75mm bore PVC (SWR), couplers for PVC pipe to join two pipe in series complete all as specified and directed.
S&F in repair 110mm bore PVC (SWR), couplers for PVC pipe to join two pipe in series complete all as specified and directed.
IMPERIAL ENGINEERS (BID ID -3289166)
Shree Durgai Construction Co. (BID ID -3288366)
M/S S P BUILDERS (BID ID -3289168)
M/S SEWA AND SERVE BUILDERS (BID ID -3289450)
SHIVA ENTERPRISES (BID ID -3289584)
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