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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹18.8 L+₹1.0 L (5.63%)Rejected-AOC | L2 | Rejected-AOC Other than Lowest Bidder | |
| 3 | L3₹19.3 L+₹1.5 L (8.60%)Rejected-AOC | L3 | Rejected-AOC Other than Lowest Bidder | |
| 4 | L4₹19.4 L+₹1.6 L (9.11%)Rejected-AOC | L4 | Rejected-AOC Other than Lowest Bidder | |
| 5 | L5₹19.7 L+₹1.9 L (10.7%)Rejected-AOC | L5 | Rejected-AOC Other than Lowest Bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
19 Oct 2024, 6:00 pmClosed
GE(S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
REPAIR TO HARDSTANDING, PATH, DRAIN, CULVERT IN QUEENS LINE OTM AND MD ACCN AREA IN ZONE-III UNDER GE (S) JAIPUR AT JAIPUR MIL STN
2024_MES_673475_1
GE(S)/J-34P/2024-25 8899/E8
Open Tender
Civil Works
Item Rate
210 days
GE(S) Jaipur
Class D and category a(i)
9 documents required · 9 mandatory
₹500
GE(S) Jaipur
₹60,000
Yes
18 Dec 2024
10 Sept 2024
26 Oct 2024
10 Sept 2024
19 Oct 2024
3 Oct 2024
Amount
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
M&L Brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for walling of random rubble uncoursed stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces of wall and finished even and fair complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:6 on fair faces of brick work or concrete surfaces of wall and finished even and fair complete all as specified and directed.
Demolition of cement concrete un reinforced in ground floor and paving n exc 15 cm thick (below or above ground level) complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
M&L for PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed.
M&L for 75 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.
M&L Broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100 mm thick PCC 1: 2:4 Type B-2 using 40 mm graded stone aggregate in pavement/hard-standing laid in alternative panels, surface finished even and smooth without using extra cement, including necessary form work, complete all as specified and directed.
M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade-A complete all as specified and directed.
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 as directed.
M&L for chequered cement concrete tiles 25 cm x 25 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and pigments over and including 15 mm thick screed bed in cement mortor 1:4 complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.
M&L for preparation of new or previously untreated surfaces of stone, concrete or plastered surface of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of primer complete all as specified and directed.
M&L for preparation of old stone, concrete or plastered surface of any description, over 10cm in width or girth and apply one coat of synthetic enamel paint complete all as specified and directed.
Demolition of stone slabs and tiles of any description or thickness, laid bedded and pointed in any mortor in floor, apron etc complete all as specified and directed
M&L 40mm thick Rough dressed sand stone slab flooring, laid dry but jointed and pointed in cement mortar 1:3 complete all as specified and directed.
M&L for providing precast cement concrete louvres and jallies 35 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B-0 using 12.5 mm graded stone aggregates and set in cement mortar 1:4 complete all as specified and directed.
M&L Providing precast cement concrete, Type B1 1:2:4 (20mm graded stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stonewalling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and directed.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to facilitate demolition) and removal of rubbish from site complete all as specified and directed.
Use and waste form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed
Use and waste form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roof and sides of bands in walls, horizontal or sloping and similar work for rough finished concrete surface exc 10 cm but not exc 20 cm wide complete all as specified and directed.
Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Mild Steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in slab supported on wall,beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar for 200 mm internal dia of pipe and taking out of trenches if required complete all as specified and directed. Note-excavation work shall be measured and paid separately
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed.
S&F reinforced concrete pipes, class NP-2, laid and jointed with collars of 200 mm bore of pipe complete all as specified and directed.
M&L cleaning of drain vegitation silt muds etc complete all as specified and directed.
MSR INFRATECH (BID ID -3137410)
M/S Anil Enterprises (BID ID -3136965)
M/s KAKSI ENTERPRISES (BID ID -3142611)
M/S MAYANK ASSOCIATE (BID ID -3143700)
M/S JALANDRA CONSTRUCTIONS (BID ID -3136546)
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