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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | L1 | Accepted-AOC BEING THE LOWEST BIDDER | |
| 2 | L2₹14.0 L+₹10,264.20 (0.74%)Rejected-Finance | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹14.1 L+₹22,950 (1.66%)Rejected-Finance | L3 | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹15.0 L
EMD Value
₹29,980
Closing Date
26 Dec 2022, 6:00 pmClosed
GE (AF) BHUJ
GE (AF) BHUJ ,KHAVDA ROAD, BHUJ GUJARAT-370001
REPAIRS TO SEWAGE LINE, DRAINS, CULVERTS, HARD STANDING, PATH, FENCING AND MISC ITEMS OF WORKS IN 308 TRU AT AF STN BHUJ
2022_MES_566188_1
8629/V/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) BHUJ
AS PER NOTICE OF TENDER
7 documents required · 7 mandatory
₹500
GE (AF) BHUJ
₹29,980
Yes
16 Jan 2023
30 Nov 2022
28 Dec 2022
30 Nov 2022
26 Dec 2022
14 Dec 2022
5 Dec 2022 - 9 Dec 2022
Amount
Cleaning of septic tank and soak pit of any capacity & any size by taking out sludge and sludge loading to the cart/ lorry & depositing out side MD land including bailing out foul water by manually or by any mechanical means in tanker and dispose the waste water out side MD land and complete all as specified and directed by Engineer-in-Charge. Note:- (i) Rate quoted includes bailing out water from septic tank upto 2/3 depth of tanks and removing sludge. (ii) The measurements for sludge upto depth of 1/3 of septic tank shall only be recorded for payment purpose.
Cleaning of 100 mm bore SGSW pipe lines in between two consecutive manholes to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole etc complete all as specified and directed by Engineer-in-Charge.
Cleaning of 150 mm bore SGSW pipe lines in between two consecutive manholes to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole etc complete all as specified and directed by Engineer-in-Charge
Cleaning of 200 mm bore SGSW pipe lines in between two consecutive manholes to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole etc complete all as specified and directed by Engineer-in-Charge
Desilting / desludging /cleaning of man holes of any size n.exc 1.5 m in depth and removing all blockage from manholes such as plastic pieces, soil etc complete all as specified and directed by Engineer-in-Charge.
Desilting / desludging /cleaning of man holes of any size exc 1.5 m but n. exc. 3.0 m in depth and removing all blockage from manholes such as plastic pieces, soil etc complete all as specified and directed by Engineer-in-Charge.
Demolition of precast concrete block walling of any description built in cement mortar complete all as specified and as directed by Engineer-in-Charge.
Material & labour for precast cement concrete block masonary with solid blocks exc 10cm in width Type C1 (1:3:6) (using 20mm graded stone aggregates) and setting in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Demolition of cement concrete (reinforced) of any description and in any position not other wise specifically provided for and removing outside MD land complete all as specified and directed by Engineer-in-Charge.
Material & labour for precast reinforced cement concrete 1:3:6 type C1 using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, shelves and similar articles with plain faces, set in CM 1:4, including necessary form work moulds etc complete all as specified and directed by Engineer-in-Charge.. (Reinforcement shall be measured and paid for separately).
Material & labour for TMT bars 10mm dia and over, cut to length, bent to shape required, including crancking, bending spiraly for column & hooping 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.
Material & labour for 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & labour for providing cement concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in coping kneelers, apex stones, bed plates, kerbs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and directed by Engineer-in-Charge
cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels, drains complete all as specified and directed by Engineer-in-Charge. (forming fair finished channel shall be measured and paid for separately).
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc complete all as specified and directed by Engineer-in-Charge.
Demolition and breaking up drain pipes, 100/150/200 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concret complete all as specified and directed by Engineer-in-Charge
Material & labour for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge
Material & labour for salt glazed stone ware drain pipes of 150 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and directed by Engineer-in-Charge
Material & labour for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 200 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge
Material & labour for salt glazed stone ware drain pipes of 200 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and directed by Engineer-in-Charge
Returning and filling including spreading, levelling, watering and well ramming in layers not exceeding 25 Cm thick complete all as specified and directed by Engineer-in-Charge.
Removing of surplus soil to a distance not exceeding 50 Mtrs and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
Cutting into existing manholes for connecting new drains of 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel ( ½ round or 3/4 Section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
Supply & fix salt glazed stoneware gully traps of size 150 x 150 mm, square or rounded mouthed, type `P' fixed in CM 1:6 and cover with RCC cover slab of size 200 X 200 X 50mm etc complete all as specified and directed by Engineer-in-Charge
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 75/100 mm dia complete all as specified and directed by Engineer-in-Charge
Supply & fix PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
Supply & fix PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints laid in trenches or in walls complete all as specified and directed by Engineer-in-Charge.
Supply & fix PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.
Supply & fix PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints laid in trenches or in walls complete all as specified and directed by Engineer-in-Charge.
Supply & fix PVC (SWR), junction single, (Single T) with door 110 mm dia equal or unequal complete all as specified and directed by Engineer-in-Charge
Supply & fix PVC (SWR), junction single, (Single T) with door 75 mm dia equal or unequal complete all as specified and directed by Engineer-in-Charge
Supply & fix PVC (SWR) door bends 110 mm dia complete all as specified and directed by Engineer-in-Charge
Supply & fix PVC (SWR) door bends 75 mm dia complete all as specified and directed by Engineer-in-Charge
Supply & fix PVC (SWR) Cowl 110 mm dia complete all as specified and directed by Engineer-in-Charge
Demolition of cement concrete unreinforced in ground floors and pavings n.exc 15cm thick (below or above ground level ) complete all as specified and directed by Engineer-in-Charge.
Material & labour for 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate). complete all as specified and directed by Engineer-in-Charge.
Material & labour for 100 mm thick Cement concrete type B-2, 1:2:4 (20mm graded stone aggregate). complete all as specified and directed by Engineer-in-Charge.
Material & labour for 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate). complete all as specified and directed by Engineer-in-Charge.
Material & labour for 75 mm thick PCC 1:3:6 type C-2(using 40 mm graded stone aggregate) as in plinth protection finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Material & labour for chequred cement concrete tiles 25 cm x 25 cm x 25 mm (Machine made) set jointed and pointed in neat cement slurry in floor with grey cement and pigment including 15 mm thick screed bed in CM 1:6 etc complete all as specified and directed by Engineer-in-Charge.
Material & labour for 25 mm thick sand filling under floor including consolidation complete all as specified and directed by Engineer-in-Charge.
Material & labour for machine pressed Rubberized, glazed, coloured precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-40 Grade with Grey cement and pigment complete all as specified and directed by Engineer-in-Charge.
Dismantling chain link fencing wiremesh, any type complete all as specified and directed by Engineer-in-Charge.
ismantling posts or struts (Wood, Steel or RCC), any section embedded in concrete, brick work etc. including taking out embedded portion complete all as specified and directed by Engineer-in-Charge.
Excavation in post holes (or similar holes) each n.exc. 0.5 cum, getting out in hard dense soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers, n.exc. 25cm, watering and removing surplus soil to a distance n.exc. 50m and making good surface complete all as specified and directed by Engineer-in-Charge.
Supply & fix chain link fencing plastic coated of size 75 mm x 75 mm, made out of 3.50 mm outer dia, straining bolts etc. including provn of binding wire or with nuts/bolts complete all as specified and directed by Engineer-in-Charge.
Taking down/dismantling mild steel work including door gate but excluding framed truss etc complete all as specified and directed by Engineer-in-Charge.
Material & labour 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 or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, complete all as specified and directed by Engineer-in-Charge.
Supply & fix 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. as directed (each line wire to be measured) incl Dismantling of old fencing complete all as specified and directed by Engineer-in-Charge.
Material & labour for providing cement concrete, type D2, (1:4:8), (using 40mm graded stone aggregate) in foundation, filling sub basees and mass concrete complete all as specified and directed by Engineer-in-Charge.
Material & labour for preparation of new steel surfaces of any description, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chrome primer. complete all as specified and directed by Engineer-in-Charge.
Material & labour for complete removal of existing treatment & preparation of old decorated surfaces , and applying one coat of exterior emulsion paint in camouflage pattern complete all as specified and directed by Engineer-in-Charge.
ASHAPURA CONTRACTOR
BHAVANI PROVISION STORES
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