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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | ₹18.8 L Quoted ₹19.0 L | L1 | Accepted-AOC ACEEPTED BEING LOWEST TENDER |
| 2 | L2₹19.8 L+₹82,740 (4.35%)Rejected-AOC 27 CHITRAKOOT ENCLAVE NEAR ANURAG NURSARY DEHRADUN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹19.8 L+₹82,740 (4.35%) | L2 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER |
| 3 | L3₹21.6 L+₹2.6 L (13.8%)Rejected-AOC | ₹21.6 L+₹2.6 L (13.8%) | L3 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER |
| 4 | L4₹23.9 L+₹4.9 L (25.8%)Rejected-AOC SHOP NO 5 OPP SHANI MANDIR PROFESSOR COLONY DISTT YAMUNA NAGAR HARYANA 135001 | YAMUNANAGAR | HARYANA | 135001 | ₹23.9 L+₹4.9 L (25.8%) | L4 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER |
| 5 | L5₹24.8 L+₹5.8 L (30.5%)Rejected-AOC H NO 02 BALLUPUR ROAD DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹24.8 L+₹5.8 L (30.5%) | L5 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER |
Tender Value
₹29.6 L
EMD Value
₹60,000
Closing Date
2 Oct 2024, 12:00 pmClosed
GE I RND DEHRADUN
GE I RND DEHRADUN DEAL RESIDENTIAL COMPLEX RAIPUR ROAD DEHRADUN 248008
REPAIR OF DAMAGED SECURITY WALL OF OFFICE BUILDING AT OAQA UNDER GE (I) RND DEHRADUN
2024_MES_673792_1
GE(I)RND/9405/E8/24-25
Open Tender
Civil Works
Item Rate
120 days
Dehradun
Class D Category a (i) FOR UNENLISTED CONTRACTOR (i) Enlistment criteria may be seen in Para 1.4 and 1.5 of section of Part I of MES Manual on contracts-2020 as available in all MES formations (ii) Copy of police verification /passport.
6 documents required · 6 mandatory
₹500
Yes
GE I RND DEHRADUN
₹60,000
Yes
19 Oct 2024
11 Sept 2024
4 Oct 2024
11 Sept 2024
2 Oct 2024
18 Sept 2024
11 Sept 2024 - 18 Sept 2024
Amount
Surface dressing not exceeding 15 cm deep and getting out in soft/loose soil etc complete all as specified and directed.
Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation, sewage line, manholes n exc 10 sqm on plan and n exc 1.5 m depth and getting out soft/loose soil complete all as specified and directed.
Excavating in trenches n exc 1.5 m wide and exc 1.5 m in depth but n exc 3.00 m in depthfor foundation, sewage line, manholes n exc 10 sqm on plan and n exc 1.5 m depth and getting out soft/loose soil complete all as specified and directed.
Returning filling in including spreeding, leveling, watering and well ramming in layers n. exc 25 cm thick in soft /loose soil complete all as specified and directed.
Removal of excavated soil exc 500m not exc 1Km and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for Moorum/ red bajri filling in floors or paving, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and directed.
M&L for Hardcore of broken stone or bolders guage n exc 63 mm, deposited, spread and levelled n. exc. 15 cm thick, watered and rammed to true surface with Broaken stone or boulder complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base, foundation, filling, mass concrete complete all as specified and directed.
M&L for RCC M-25 design mix using 20 mm graded stone aggregate as in Beams, cantilevers, bressummers, lintles over 1.5 m span complete all as specified and directed.
M&L for RCC M-25 design mix using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L for RCC M-25 design mix using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in CM 1:6 Complete all as Specified and directed.
M&L for use and waste of formwork 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 complete all as specified and directed.
M&L for Use and waste of formwork as in foundation, footings, padestals and in PBs complete complete all as specified and directed.
M&L for Use and waste of formwork as in Columns complete all as specified and directed.
S&F mild steel angle iron in fencing posts, and struts fixed independently without connecting plates, grill etc and cutting to required size and shape, conforming to gde Fe 410-W (Gde E-250) Quality complete all as specified and directed.
M&L for TMT bar 10 mm dia and over cut to length, benet to shape required including cranking bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia as in reinforecement Complete all as Specified and directed.
M&L for Mild steel bars TMT Bars 5mm dia & over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required, including cranking, bending , 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 galvanised 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 fencing posts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and as directed.
S&F concertina coil 2.5 mm dia of core wire in 450 mm circular dia of each coil having a core wire of high carbon spring steel of high tensile strength as per grade of IS-1454(Part-I) with low carbon steel strip punched tape of 19 mm wide, 0.50 mm thick and series of knife edge sharp barb/blades @ 25 mm centre to centre punched all along the length of both sides of strip at regular interval conforming to IS-513 complete all as specified and directed. Note:- Concertina coil having 50 Rounds per 6 RM.
M&L 100 mm thick cement concrete , 1:4:8 type D2(40mm graded stone agregate) as in floor,sub base complete all as specified and directed.
M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.
M&L for rendering 15 mm thick on brick wall or concrete surface in cement mortar 1:6oiher than fair face of brickwork, finished fair and even without using extra cement complete all as specified and diected.
M&L for rendering 15 mm thick on brick wall or concrete surface in cement mortar 1:6onfair face of brickwork, finished fair and even without using extra cement complete all as specified and diected.
M&L for Preparation of new plastered surfaces of walls and concrete work and applying two coats of cement based paint complete all as specified and directed.
Preparation of new steel surface of any description over 10 CM width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zink chrome primer complete all as specified and as directed.
Supplying,laying and testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 V grade with stranded aluminium conductor of size 6.0 sqmm 2 core complete all as specified & directed. Make of cable: Havells/ Polycab/Gloster.
Supply, transporting, erecting and fixing in true vertical position steel tubular swaged pole type 410 SP-22, 8.5M long complete with cast iron base plate 6mm thick pole cap including preparation of new steel surfaces of pole and applying with two coats of aluminium paint over a coat of red oxide primer including marking of Pole No with black paint and taking down and dismantling old unserviceable steel tubular pole 9M long complete all as specified and directed. NOTE: Excavation & PCC work shall be measured & paid seperately under respective items of BOQ.
Dismantling wrought iron or mild steel work of any description not otherwise described and removal of dismantling materials to a distance exceeding 500 M but not exceeding 1000mtr, complete all as specified and directed.
Dismantling barbed wire fixing to any type of fencing posts,and removal of dismantling materials to a distance exceeding 500 M but not exceeding 1000mtr complete all as specified and directed.
Demolition of brick or stone boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone works and precast concrete articles,and removal of demolish materials to a distance exceeding 500 M but not exceeding 1000mtrcomplete all as specified and as directed.
Demolition of (reinforced cement concrete) (reinforcement cut as required to facilitiate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition of cement concrete in ground floor n exc 15cms thickness below or above ground level complete all as specified and directed.
M/S PUNDIR BUILDERS (BID ID -3112312)
M/s MAA SHAKTI CONSTRUCTIONS AND SUPPLIERS (BID ID -3114508)
JS CONSTRUCTION COMPANY (BID ID -3112503)
M/S VIJAY TRADERS (BID ID -3115507)
M/S Anil kumar (BID ID -3114766)
M/S P K ARORA (BID ID -3123416)
M/S KAMLESH SINGH CHAUHAN (BID ID -3109471)
Gupta Brothers (BID ID -3111680)
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