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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-AOC 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹33.5 L+₹2.5 L (8.11%)Rejected-Finance JAISALMER | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹34.7 L+₹3.8 L (12.1%)Rejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L3 | Rejected-Finance Other than Lowest | |
| 4 | L4₹35.6 L+₹4.6 L (14.9%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L4 | Rejected-Finance Other than Lowest | |
| 5 | L5₹37.4 L+₹6.4 L (20.7%)Rejected-Finance | L5 | Rejected-Finance Other than Lowest |
Tender Value
₹46.9 L
EMD Value
₹94,000
Closing Date
22 Feb 2024, 6:00 pmClosed
CWE (A) Jaisalmer
HQ CWE (A) JAISALMER-345001
REPAIRS TO PATHWAY, HARDSTANDING, PILLAR, IRON SHED AND SHUTTER AND MISC BR WORK UNDER AGE BR III UNDER GE(A) JAISALMER
2024_MES_639405_1
84166/E8
Open Tender
Civil Works
Item Rate
335 days
JAISALMER
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (A) Jaisalmer
₹94,000
Yes
12 Mar 2024
27 Jan 2024
24 Feb 2024
27 Jan 2024
22 Feb 2024
10 Feb 2024
27 Jan 2024 - 2 Feb 2024
Amount
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-charge.
M&L 75 mm thick Cement concrete type C 2, 1:3:6 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in-charge.
M&L for even spreading of 25 mm thick layer of sand cushioning complete all as specified and directed by Engineer-in-charge.
M&L for Machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658: 2006 of 60 mm thickness of grade M-35 with grey cement and no pigment complete all as specified and directed by Engineer-in-charge.
M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, With mixture of With white and grey cement in equal proportion and no pigment jointed and pointed in neat cement slurry in floors complete all as specified and directed by Engineer-in-charge.
M&L for Non - skid Ceramic colour tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 15mm thick screed bed or bedding layer of cement mortar in CM 1:6 for laying floor finish complete all as specified and directed by Engineer-in-charge.
M&L for M&L 100 mm thick Cement concrete type B 2, 1:2:4 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in-charge.
Dismantling Stone slabs and tiles of any description or thickness in floors, laid dry and layed dry and pointed etc complete all as specified and directed by Engineer-in-charge.
M&L sand stone slabs 50mm thick in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.
M&L for 35mm thick precast cement concrete louvers and jallies type C-0 (1:3:6) using 12.50mm graded aggregate (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 including demolition of old Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and directed by Engineer-in-charge.
Providing, precast cement concrete 1:3:6, Type C-1 (20mm graded aggregate) in window or door cills, lintels, bressummers, 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 stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed by Engineer-in-charge.
Taking down cement plaster on brick walls , including racking out Joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
M&L for 10mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth with out using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth with out using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finishing the surfaces even and smooth with out using extra cement complete all as specified and directed by Engineer-in-charge.
Demolition of brickwork or stone/ boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework complete all as specified and as directed by Engr-in-charge.
M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
M&L for Squared rubble masonry , Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for Squared rubble masonry , Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) except stone all as specified and directed by the Engineer-in-Charge
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc 40 mm to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed by Engineer-in-charge.
Material and labour for flush pointing to squared rubble mansonry, uncoursed or brought upto courses in CM 1:3 complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new surface applying two coat of oil bound distemper over a coat of chalk whiting / putty complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new surface applying two coat of cement base paint over a coat of alkal resistant primer complete all as specified and directed by Engineer-in-charge.
Dismantling wrought iron or mild steel work of any description specifically provided for gates, staircase railings, framed truss etc complete all as specified and directed by Engineer-in-charge.
S&F Rolled mild steel for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) of (Fe-410- W(Gde- E-250) quality-B including distance pieces, cleats etc complete all as specified and directed by Engineer-in-charge.
S/F Mild steel flat iron for securing of chain link fencing conforming to Fe 290 Gde E-165 in post and strut in fencing including fabrication i.e. cutting tops drilling holes notching for wire welding etc. complete all as specified and directed by Engineer-in-charge.
S/F mild steel round Bar 10 mm dia cut to length bent to shape as required, for fixing chain link fencing fixed with nut & bolt as in tie bar complete all as specified and directed by Engineer-in-charge.
Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed by Engineer-in-charge.
Dismantling of chain link fencing complete all as specified and directed by Engineer-in-charge.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engineer-in-charge.
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 exc 15cm but not.exc 22.5 cm long,diameter of neck 11mm to 15mm complete all as specified and directed by Engineer-in-charge.
S&F in repairs 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 by Engineer-in-charge.
M&L for Preparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc complete all as specified and directed by Engineer-in-charge.
S&F Pre painted Galvalume aluminium zinc coating GI based corrugated steel sheet/ semi corrugated 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall fixed with self tapping screws including dismantling (AC corrugated , semi corrugated etc ) AC sheets in roof coverings complete all as specified and directed by Engineer-in-charge.
Hacking out old broken glass (any thickness, size, quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and directed by Engineer-in-charge.
S&F 3.00mm thick sheet glass, ordinary quality and glazing in squares not exceeding 0.5 Sqm in each pane complete all as specified and directed by Engineer-in-charge.
S&F in repairs Stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-charge.
M&L for Steel rolling shutter ( thickness of lath 1.25mm thick) without ball bearing as specified including top hood cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated and including taking down of any thickness etc, complete push pull or manual type complete all as specified and directed by Engineer-in-charge.
M&L for Steel rolling shutter ( thickness of lath 1.25mm thick) without ball bearing as specified including top hood cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, and including taking down of any thickness etc, complete gear operated type with bevel gear box and crank handle complete all as specified and directed by Engineer-in-charge.
S&F in repair bib tap 15 mm dia cast copper alongwith crutch or butterfly handle screwed down CP fancy type 15 mm dia complete all as specified and directed by Engineer-in-charge. Make :- Hindware Cat part No F330041, Prayag Cat part No 8306, Cera Cat part No F3001151 as approved by GE.
S&F in repair pillar taps 15 mm bore cast copper alloy with capstan head chromium plated screwed down high pressure with or without 'Hot' & 'Cold' with long screwed shanks and fly nuts, screwed fixed complete all as specified and directed by Engineer-in-charge. Make :- Prayag Cat Part No.- 8304, Cera Cat Part No. F 2006101, Hindware Cat Part No. -F 33002,Silver shine model No:-1065 as approved by GE.
S&F in repair Stop valves 15 mm fancy type chromium plated, with long shank and cup (concealed type) cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engineer-in-charge.
S&F in repair stop valve 20 mm bore cast copper alloy screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for union and fixedcomplete all as specified and directed by Engineer-in-charge.
S&F in repair stop valve 25 mm bore cast copper alloy screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for union and fixed complete all as specified and directed by Engineer-in-charge.
S&F in repair Brass chromium plated shower rose with or without swivel joints, any size, including fixing to steel pipe or union 125mm complete all as specified and directed by Engineer-in-charge.
S&F in repair PVC ball valve 15 mm dia high pressure with polythene float and fly nut complete screwed for iron pipe or brass fernule and fixed complete all as specified and directed by Engineer-in-charge.
S&F in repair PVC ball valve 20 mm dia high pressure with polythene float and fly nut complete screwed for iron pipe or brass fernule and fixed complete all as specified and directed by Engineer-in-charge.
S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified including universal adapter for EWC complete all as specified and directed by Engineer-in-charge.
S&F 500 ltrs capacity white colour three layer rotational moulded polythene water storage tank (Cylinderical vertical with closed top) hoisted and fixed in postion including taking down of old unserviceable water storage tank complete all as specified and directed by Engineer-in-charge.
S&F 1000 ltrs capacity white colour three layer rotational moulded polythene water storage tank (Cylinderical vertical with closed top) hoisted and fixed in postion including taking down of old unserviceable water storage tank complete all as specified and directed by Engineer-in-charge.
S&F in repair 100 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-charge.
S&F in repair 100 mm bore PVC (SWR) bends/shoes any radius complete all as specified and directed by Engineer-in-charge.
Dismantling of 100 mm dia cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of walls, if required of any size complete all as specified and directed by Engineer-in-charge.
Sand Cast iron soil, waste and vent pipes 100mm dia in any length with or without ears, with cement joints, Fixed to wall complete all as specified and directed by Engineer-in-charge.
S&F CI Bends 100 mm dia (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-charge.
demolition of Stone sett paving of any description or thickness etc. complete all as specified and directed by Engineer-in-charge.
M&L 100 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in-charge.
M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed by Engineer-in-charge.
JASOL MAA ENTERPRISES
GEMRARAMCONTRACTOR
M/s Shri Inder Construction Company
M/S R B CONSTRUCTIONS
Aman Enterprises
AMBEY MAA CONSTRUCTION COMPANY
M/S PIYUSH CONSTRUCTION COMPANY
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