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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹33.4 L+₹7.1 L (26.8%)Rejected-Finance | L2 | Rejected-Finance Being other than L1 bidder | |
| 3 | L3₹33.9 L+₹7.5 L (28.6%)Rejected-Finance | L3 | Rejected-Finance Being other than L1 bidder | |
| 4 | L4₹35.6 L+₹9.2 L (35.0%)Rejected-Finance | L4 | Rejected-Finance Being other than L1 bidder | |
| 5 | L5₹38.3 L+₹11.9 L (45.1%)Rejected-Finance | L5 | Rejected-Finance Being other than L1 bidder |
Tender Value
₹49.9 L
EMD Value
₹99,800
Closing Date
25 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE 862 EWS
GE 862 EWS Rajouri
COMPREHENSIVE REPAIR OF BOUNDRY WALLS, COMPOUND WALL, PATHWAY AND OTHER MISC ITEMS UNDER AOR OF AGE BR DETT-B OF GE 862 EWS
2024_MES_681300_1
GER-64/2024-25
Open Tender
Civil Works
Item Rate
180 days
GE 862 EWS Rajouri
As per tender documents
9 documents required · 9 mandatory
₹500
GE 862 EWS
₹99,800
Yes
6 Dec 2024
25 Oct 2024
27 Nov 2024
25 Oct 2024
25 Nov 2024
11 Nov 2024
26 Oct 2024 - 4 Nov 2024
Amount
Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness below or above the ground level, complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:2:4, type B-2 (using 40mm graded crushed stone aggregates) as in hard standing and footpaths, complete all as specified and directed.
M&L for 75mm thick plain cement concrete 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in sub base, complete all as specified and directed.
M&L for coloured chequered cement concrete tiles of size 30 cm x 30cm x 25 mm thick set, jointed in neat cement slurry and pigment in floor and pointed in white or coloured (apporved by GE) cement to match the shade of tiles laid over and including 20 mm thick screed bed in cement mortar 1:6 after dismantling of old unserviceable tiles etc including cement mortar bedding (but not backing) and removing rubbish off the premises, complete all as specified and as directed.
M&L for machine pressed precast concrete interlocking paver block of 60mm thick, M-35 grade, single layer monolithic high density manufactured by electro vibro hydraulically operated block making machine confirming IS:15658-2006 in equal propotion of grey and coloured tile to make a pattern as directed, laid tightly over & including 25mm thick dry sand cushion (compacted) and joints filled with dry sand, shape, size, colour and pattern as approved by GE including demolition of old tiles, complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block of 80mm thick, M-35 grade, single layer monolithic high density manufactured by electro vibro hydraulically operated block making machine confirming IS:15658-2006 in equal propotion of grey and coloured tile to make a pattern as directed, laid tightly over & including 25mm thick dry sand cushion (compacted) and joints filled with dry sand, shape, size, colour and pattern as approved by GE including demolition of old tiles, complete all as specified and directed.
M&L for Digital vitrified exterior parking tile of 300x300mm size of any colour pattern (colour approved by GE) in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface, laid over and including 15mm thick screed bed in cement mortar 1:4 including demolition of old tiles, complete all as specified and directed.
M&L for 12mm thick "heavy duty outdoor vitrified tiles" of 600x600mm size of any colour pattern (colour approved by GE) in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface, laid over and including 15mm thick screed bed in cement mortar 1:4 including demolition of old tiles, complete all as specified and directed.
Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles 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 cement mortar 1:6, complete all as specified and directed.
All as per srl item No 10 here-in-before but except brick. Note:- Old brick retrieved from demolition shall be used.
M&L for plain cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as in copings, kneelers, apex stone, bed plated, bed blocks for embedding hold fast and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work ,complete all as specified and directed.
Demolition of reinforced cement concrete of any description and any position not otherwise specifically provided for, complete all as specified and directed.
Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth in soft/loose soil for foundation, etc, or for shafts, wells, drain pipes n.exc 10 Sqm on plan and getting out, complete all as specified and directed.
M&L for plain cement concrete 1:4:8, type D-2 using 40mm graded stone aggregates as in foundation, filling and mass concrete, complete all as specified and directed.
M&L for reinforced cement concrete M-25 (Design mix) (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns and the like, complete all as specified and directed
M&L for reinforced cement concrete M-25 (Design mix) (using 20mm graded crushed stone aggregate) as in beams, cantilevers, bressummers, lintel over 1.5 mtr span, complete all as specified and directed
M&L for reinforced cement concrete M-25 (Design mix) (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, post, struts and the like, complete all as specified and directed
Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick , complete all as specified and as directed.
Removing excavated material ,not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting poin, complete all as specified and directed.
M&L formwork to sides of concrete foundation, footing, bases of colums, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar work, in rough finished flat surface of concrete, complete all as specified and directed.
M&L formwork to sides of square, rectangular or polygonal pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete, complete all as specified and directed.
M&L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilivers, shelves, including sup-ports, overhangs etc also splays between floors and beam etc, 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 mild steel TMT bars 5mm dia and over upto including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as in stirrups, spacers and binders including binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed.
S&F for 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 straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line of wire to be measured) after dismantling of old unserviceble barbed wire complete all as specified and directed.
S&F for concertina coil 1050 mm dia, 56 loops, 2.5mm core wire heavy galvanised (wire-275 GSM & strip-200 GSM), tensile strength of wire 1400-1500 N/Sqmm, weight 14.63 Kg / Coil, stretchable length 12M inlcuding securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc after dismantling of old concertina coil of any type complete all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground as post embedded in concrete, brick work, masonry work etc,complete all as specified and directed.
Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil to a distance n exc 50m and making good surface in any type of soil, complete all as specified and directed.
S&F for mild steel work as in posts or 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-290 Gde E-165, embedding in concrete, complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S&F for galvanised iron chain link fencing with 3.8mm to 4mm dia wire mesh of size 100mm X 100mm (as per sample approved by GE) after dismantling of old unserviceble chainlink fencing of any type complete all as specified and directed.
S&F for 10mm dia round bars for fixing of chain link fencing after dismantling of old bars complete all as specified and directed.
Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
M&L for rendering 15 mm thick on concrete surfaces or stone wall or other than fair faces of brick surface on wall in cement mortar 1:4, finished the surface even and smooth without using extra cement complete all as specified and directed.
M&L for 20 mm thick rendering on stone masonry surface in cement mortar 1:4, surface finished even & smooth without using extra cement complete all as specified and directed.
M&L for preparation of new plastered wall surface including cornices etc and applying two coats of exterior emulsion all weather proof paint of any approved two or more colour pattern over and including a coat of primer, complete all as specified and directed by Engr-in-Charge.
M&L for complete removal of existing treatment of wall surfaces, preparation of plastered or unplastered or untreated wall surfaces including cornices etc and applying two coats of exterior emulsion all weather proof paint of any approved two or more colour pattern over and including a coat of primer, complete all as specified and directed by Engr-in-Charge.
M&L for cement concrete 1:2:4, type B-2 (using 40 mm graded crushed stone aggregates) as in surface channel and drains, complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc, complete all as specified and directed.
Formwork to faces of walls, retaining walls, abutments, parapets and aircase railings and similar work including attached pilasters, buttresses etc, complete all as specified and directed.
M&L for precast RCC 1:2:4, type B1 (using 20mm graded stone aggregate) as in landings, cover slab, chajjas etc.and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and directed.
M&L for providing precast cement concrete 1:2:4, type B-0, using 12.5mm graded crushed stone aggegates as in louvres and jallies, 25mm thick (measured solid), including all mouldings and set in CM 1:4 including demolition of old RCC jallies but excluding frame, complete all as specified and directed.
S&F for 300 mm bore reinforced cement concrete drain pipe, class NP-2 laid in trenches and jointed with collars in neat cement slurry, including testing after demolition and beaking up existing pipe of any type, complete all as specified & directed.
M&L for plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed drain pipes packing under haunching against the sides of pipes of 300mm bore after they are laid and tested, complete all as specified and directed.
M/S RAHUL GUPTA (BID ID -3168363)
SATVIR GUPTA ENGINEER and CONTRACTOR (BID ID -3173846)
J. PRO BUILDERS (BID ID -3167525)
SUBASH CHANDER (BID ID -3173419)
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