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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC 80 G T ROAD FEROZEPUR CANTT PB | L1 | Accepted-AOC Due to lowest bid | |
| 2 | L2₹48.0 L+₹4.6 L (10.5%)Rejected-Finance | L2 | Rejected-Finance Due to higher bid |
Tender Value
₹48.2 L
EMD Value
₹96,400
Closing Date
20 Feb 2025, 6:00 pmClosed
GE (WEST) FEROZEPUR CANTT
GE (WEST) FEROZEPUR CANTT
ADDN ALTN TO EXISTING SEWAGE PIPELINE MANHOLE AND OTHER CONNECTED ITEMS IN A ZONE AND FAFA II AREA AND OTHER SANCTIONED WORKS UNDER GE (WEST) FEROZEPUR CANTT
2024_MES_677478_3
802024/GE-59/E8
Open Tender
Civil Works
Item Rate
180 days
FEROZEPUR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (WEST) FEROZEPUR CANTT
₹96,400
Yes
11 Mar 2025
31 Jan 2025
27 Feb 2025
31 Jan 2025
20 Feb 2025
7 Feb 2025
Amount
Excavating in trenches, not exceeding 1.5 meter wide & not exceeding 1.5 meter in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan & getting out in soft/loose soil complete all as specified and directed.
Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drain (not exceeding 1.5m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excaveted soil as directed, within a lead of 50m, complete all as specified and directed.
Excavation in trenches not exceeding 1.5 meter wide and exceeding 1.5 meter but not exceeding 3 meter depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out soft/loose soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5 meter wide and exceeding 3 meter but not exceeding 4.5 meter depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming soft/loose soil in layers not exceeding 25 cm thickness complete all as specified and directed.
Removing excavated soil not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point complete all as specified and directed.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 150mm complete all as specified and directed.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 200mm complete all as specified and directed.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 250mm complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 150 mm bore pipe complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 250 mm bore pipe complete all as specified and directed.
M&L 150mm dia reinforced concrete pipes, class NP2 laid and jointed with collars in trenches complete all as specified and directed.
M&L 200mm dia reinforced concrete pipes, class NP2 laid and jointed with collars in trenches complete all as specified and directed.
M&L 250mm dia reinforced concrete pipes, class NP2 laid and jointed with collars in trenches complete all as specified and directed.
M&L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4, type B1 smooth finished and reforming branching as required for 150mm to 300mm dia pipes complete all as specified and directed.
M&L 15mm thick rendering/plastering, in cement mortar 1:4 on any face of brick wall or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
M&L cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) in surface channels and drains complete all as specified and directed.
M&L cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin), 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.
Demolition of brickwork built in cement mortar of any specification and in any position complete all as specified and directed.
M&L brickwork in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 meter mean radius complete all as specified and directed.
All as per ser item No 22 here-in-before but except bricks. Note :- Servicable tiles obtained from dismantling under ser item No. 21 here-in-before shall be reused after cleaning and removal of moratar.
Demolition of reinforced cement concrete (reinforce-ment cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing debris outside MD land complete all as specified and directed.
M&L RCC 1:2:4, type B1 (using 20mm graded stone aggregate) as in precast cover slab, shelves and similar articles and setting in mortar complete with joints to match complete all as specified and directed.
S&F mild steel bars 10mm dia and over, cut to length, bent to shape as 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.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15cm thick (below or above ground level) complete all as specified and directed.
M&L 75 mm thick, cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub-base of floor topping, complete all as specified and directed.
M&L 100 mm thick, cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in floor topping, surface finished even and smooth without using extra cement complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for any thickness complete all as specified and directed.
Supply only liquid water proofing compound.
Cleaning of blockage IWCs / EWC, bathroom / kitchen by cleaning the nahani traps / gully traps and CI / PVC pipe line upto the 1st Manhole. All the mud / sludge / Kitchen waste / plants roots to be cut/ removed and getting out by washing the traps, CI waste pipe throughly by opening the cleaning eyes lids properly. The sludge/ waste received during cleaning process to be removed at a distance not exceeding 100m from the bldg and Bleaching powder to be spread over waste and burred under the soil / Earth complete all as specified and directed. Note: Cost of earth work shall be deemed included in the quoted rate.
Cleaning and desludging / de-watering of septic tanks /Manholes and soakage well of any depth by using honey sucker followed by mechanical roding followed by hydraulic jet pressure machine etc. as required, with the entire satisfaction of Engr -in- charge and re-fixing the manholes cover to its original position complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes for 200mm bore pipe including forming crades complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for 200mm bore pipe complete all as specified and directed.
M&L cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in bed to drain pipes for 150mm bore pipe including forming crades complete all as specified and directed.
M/S Yashpaul Gulati (BID ID -3243987)
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