Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC HOUSE NO 243 STREET NO 9 EKTA VIHAR PATIALA PUNJAB | FAZILKA | PUNJAB | 152020 | ₹26.2 L Quoted ₹26.8 L | L1 | Accepted-AOC The lowest tenderer |
| 2 | L2₹31.7 L+₹4.9 L (18.4%)Rejected-Finance RM 01 RIDHISIDHI I SRI GANGANAGAR 335001 RAJ | SRI GANGANAGAR | SRI GANGANAGAR | RAJASTHAN | 335001 | ₹31.7 L+₹4.9 L (18.4%) | L2 | Rejected-Finance Not the lowest tenderer |
| 3 | L3₹34.5 L+₹7.7 L (28.7%)Rejected-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | ₹34.5 L+₹7.7 L (28.7%) | L3 | Rejected-Finance Not the lowest tenderer |
| 4 | L4₹36.7 L+₹9.9 L (37.0%)Rejected-Finance | ₹36.7 L+₹9.9 L (37.0%) | L4 | Rejected-Finance Not the lowest tenderer |
| 5 | Rejected-Technical | - | - | Rejected-Technical Slow Progress , S No 07 of WLR QE Jun 2024 of HQ CE WC |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
16 Oct 2024, 6:00 pmClosed
HQ CWE Sri Ganganagar
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
REPAIR TO FENCING COMPOUND WALL AND AREA DRAINAGE FOR AREA OF MD ACCN ZONE C D AND E AT MIL STN SRI GANGANAGAR
2024_MES_666281_2
CA NO CWE SGNR T-26 OF 2024-25
Open Tender
Civil Works
Item Rate
180 days
GE Sri Ganganagar
As per NIT
9 documents required · 9 mandatory
₹500
GE Sri Ganganagar
₹80,000
Yes
7 Feb 2025
25 Sept 2024
17 Oct 2024
25 Sept 2024
16 Oct 2024
2 Oct 2024
Amount
Dismantling Posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground post embedded in concrete complete all as specifed and directed by Engineer-in-charge.
Excavation in post holes (or similar holes) each n.exc. 0.5 cum getting out removing filling, in and ramming earth or broken mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance n.exc. 50m and making good surface in soft loose soil complete all as specifed and directed by Engineer-in-charge.
M&L PCC 1:3:6, type C2 (40mm graded stone aggregate) as in foundation of posts and struts complete all as specifed and directed by Engineer-in-charge.
M&L mild steel work as in posts and struts in fencing including cutting tops to shape, drilling holes, notching for wire etc conforming to FE-290 grade E-165 complete all as specifed and directed by Engineer-in-charge.
M&L for reinforced cement concrete Type B0, 1:2:4, (12.5mm graded stone aggregate) in columns, pillars, piers, posts and struts in fencing/similar works including necesasry form work complete all as specifed and directed by Engineer-in-charge.
Dismantling of fencing wire mesh of any type and size complete all as specifed and directed by Engineer-in-charge.
Supply only chain link fencing galvanised mild steel hot dipped (IS -2721) of 4 mm dia of mesh size 100X100 mm any size complete all as specifed and directed by Engineer-in-charge. Note : Weight of chain link fencing shall be measured as per BOQ in presence of GE.
Fixing only of chain link fencing including above galvanised mild steel to any type of standard rails vision of binding wire complete all as specifed and directed by engineer-in-charge.
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 straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specifed and directed by Engineer-in-charge. Note : Each line wire to be measured.
S&F 10mm dia MS round bar for fixing of chain link fencing with post complete all as specifed and directed by Engineer-in-charge.
M&L for preparation of new untreated steel and iron surfaces of any description, not exc 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamle paint over a coat of Zinc chrome primer complete all as specifed and directed by Engineer-in-charge.
M&L two coats of synthetic enamel over a coat of red oxide primer exc 10 cm width /girth on new dteel surfaces including preparation of surfaces complete all as specifed 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, n exc 5cm long and dia of neck 11 to 15 mm complete all as specifed and directed by Engineer-in-Charge.
Demolition of brick work built in cement mortar of any description complete all as specifed and directed by Engineer-in-charge.
M&L brickwork withsub class `B' Bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge.
M& L for PCC 1:3:6, type C1, (using 20 mm graded stone aggregate) as in coping complete all as specifed and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced cement concrete type B-1, (1:2:4), using 20 mm graded stone aggregate in slabs supported on walls, beams and columns in floor/ roofs landings, balconies canopies deck slab, lintels, bands, copings and in shelves etc complete all as specifed and directed by engineer-in-charge.
M & L for form work to the slab, beams and columns for rough finished surfaces of concerte flat complete all as specifed and directed by engineer-in-charge.
M&L providing precast cement concrete 1:2:4, Type B1, as in cover slabs (for manholes/ drainage etc) and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. Note : The rate quoted shall be deemed to include use and waste of necessary form work.
M&L TMT bar 10 mm 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 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.
M&L for TMT bars 6 to 8mm dia and over cut to length bend to shape reqd incl crancking and incl mild steel wire (annealed) not less than 0.9mm dia complete all as specifed and directed by engineer-in-charge.
Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specifed and directed by engineer-in-charge.
M & L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290(Grade-165) complete all as specifed and directed by Engineer-in-Charge.
Excavation in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specifed and directed by Engineer-in-charge.
Returning, filling in, including spreading, levelling , watering and well ramming in layers not exc 25 cm.in soft / loose soil complete all as specifed and directed by Engineer-in-charge.
Removing excavated material n exc. 50 mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and directed by Engineer-in-Charge.
M&L PCC (1:4:8), type D2, (using 40mm graded stone aggregate) as in foundation lean concrete complete all as specifed and directed by Engineer-in-Charge.
Taking down cement plaster any description including raking out joints, hacking for key and scrubbing down with water etc complete all as specifed and directed by Engineer-in-charge.
M&L 15mm thick rendering in CM 1:4 to brick/concrete wall surfaces finished even & smooth without using extra cement complete all as specifed and directed by Engineer-in-charge.
M & L Preparation of new surfaces of wall and applying two coats of cement base paint over 1 mm thick wall putty complete all as specifed and directed by engineer-in-charge.
M&L for one coat of cement base paint to old surfaces of walls including preparation of surfaces over 1 mm thick wall putty complete all as specifed and directed by engineer-in-charge.
M&L for two coats of synthetic enamel paint on brick, stone, concrete, asbestos cement or plaster surfaces of any description over 10cm girth or width, not otherwise described for painting complete all as specifed and directed by engineer-in-charge.
M&L for PCC 1:3:6, type C-2, (40mm graded stone aggregate) concrete in surface channels and drains including necessary formwork complete all as specifed and directed by Engineer-in-Charge.
M & L flush pointing in CM 1:4, to bricks laid flat or brick edge in pavings and drain all as complete all as specifed and directed by Engineer-in-charge.
Dismantling of bricks (laid flat or on edge) or brick tiles in floors, channels, drain edges, kerbs, aprons, etc. (each layer) complete laid in any mortar complete all as specifed and directed by Engineer-in-charge.
M&L brickwork withsub class `B' Bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 in half brick thick wall / on edge wall complete all as specifed and directed by Engineer-in-charge.
M&L for Demolition concrete (Unreinforced) in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specifed and directed by Engineer-in-charge.
M&L 75 mm thick cement concrete type D2, 1:4:8, (Using 40mm graded stone aggregate) as in sub base complete all as specifed and directed by Engineer-in-charge.
M&L 25mm thick cement concrete flooring type B0, 1:2:4, using 12.5 mm graded aggregate finished even and fair complete all as specifed and directed by Engineer-in-charge.
M&L for sand filling (25mm thick) under floors or in foundations including watering and consolidation complete all as specifed and directed by Engineer-in-charge.
M&L Machine pressed precast rubber moulded concrete coloured interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness with grey cement and pigment M-35 complete all as specified and directed.
M&L for Machine pressed rubber moulded precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment complete all as specified and directed.
M&L providing precast cement concrete 1:2:4, Type B1, using 20 mm graded stone aggregate for kerb stone and similar works with plain fair finishes including chamfers, weatherings, throating etc and setting in mortar (1:4) including excavation removal of spoil/earth complete with joints to match complete all as specified and directed by Engineer in Charge.
M&L for providing precast RCC Jallies (Cement concrete Type B0, 1:2:4, using 12.5mm gragded stone aggregate) louvres and jallies, 25 mm thick (measured solid), including all mouldings set in CM 1:6 complete all as specifed and directed by Engineer-in-charge.
KHANNA CONSTRUCTIONS (BID ID -3125726)
PAREEK AND COMPANY (BID ID -3132539)
M/s Singla Trading Comapny (BID ID -3133673)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .