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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₹41.5 LAccepted-AOC 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹44.7 L+₹3.2 L (7.69%)Rejected-Finance SHOP NO 6 BENGALI CLUB MIDDLE POINT SRI VIJAYA PURAM 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹48.7 L+₹7.2 L (17.4%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹49.7 L+₹8.2 L (19.8%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | Rejected-Technical 290 NEW PLOT JAWAHAR NAGAR JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | - | Rejected-Technical not meeting eligibility criteria |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
4 Jun 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 BRICHGUNJ
GE BRICHGUNJ, PORT BLAIR
REPAIRS AND CLEANING TO SEWAGE LINE, SEPTIC TANK, MANHOLES AND CONNECTED, ITEMS IN 15 FBSU , AFC, VAYU VIHAR, LAMBALINE, AND PORTHARAPR UNDER AGE BR-I OF GE BRICHGUNJ, PORT BLAIR.
2024_MES_654373_1
8494A
Open Tender
Civil Works
Item Rate
270 days
GE BRICHGUNJ
Class D Category a(ii)
9 documents required · 9 mandatory
₹500
GE BRICHGUNJ
₹80,000
Yes
10 Sept 2024
16 May 2024
11 Jun 2024
16 May 2024
4 Jun 2024
30 May 2024
Amount
M & L for removing/Bailing out/pumping out sludge liquid, solid and waste material from septic tank, pumping into honey sucker mechanical transport vehicle and depositing at Ranjit Vihar STP at a distance exceeding 50m and not exceeding 5000m where directed including minor repairs on plaster, rungs, cleaning the bottom and sides of the septic tanks (inner side) with wire brushes to remove all scales dirt, etc complete all as specified and directed for the following capacity of septic tank :- (a) 500 Users
(b) 250 users
(c ) 200 users
(d) 150 users
(e) 100 users
(f) 50 users
(g) 25 users
(h) 10 users
Removing carefully the cover slabs of man holes of any size and shape and removing the scum/ sludge including any organic or inorganic matters to a distance exc 50m and not exc 5000m and depositing where as directed by engineer in charge, and setting the man hole cover in position in CM (1:6) after cleaning the sludge for the following size of man holes (Manhole cover if provided new shall be measured & paid seperately) :- (a) Upto 1.5 mtr depth
(b) Exc 1.5 mtr depth but n.exc 3.00 meter depth
Cleaning of blocked sewage drain pipe till the flow of sewage/sludge water is smooth including taking out all sludge/mud from pipes by means of roding & remove to a distance exc 50m and not exc 5000m and depositing where as directed by engineer in charge for following size of pipes :- (a) Internal dia 75 mm
(b) Internal dia 100mm
(c )Internal dia 150mm
(d) Internal dia 200 mm
Cleaning and removing of blockage from WC upto first manhole removing all silt, liquid mud from the pipe line by roding etc and depositing the same at a distance exc 50m and not exc 5000 mtrs where as directed for following:- (a)In Ground Floor
(b) In First Floor
(C )In Second Floor
Cleaning and removing of blockage from floor trap at any location upto first manhole removing all silt, liquid mud or any othe foreign materials by roding and removing the same at a distance exc 50m and not exc 5000 mtrs and depositing where as directed by engineer in charge for following:- (a) In Ground Floor
(b) In First Floor
(c )In Second Floor
Taking out carefully the cover slab of gulley traps of any size and shape, depth and cleaning of blocked Gully traps including taking out all sludge/mud by means of roding,remove to a distance exc 50m and not exc 5000 mtrs and depositing where as directed by engineer in charge
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/loose all as specified and as directed.
As per item No. 7 above but depth exceeding 1.5 metre and n.exc 3m all as specified and as directed.
Dismantling of cast iron pipe of internal dia 150 mm jointed in CM and taking out of trenches etc complete all as specified.
Dismantling of cast iron pipe of internal dia 100 mm jointed in CM and taking out of trenches etc complete all as specified.
Dismantling of cast iron pipe of internal dia 100 mm jointed in CM fixed to wall and taking out from wall etc complete all as specified.
Dismantling of cast iron pipe of internal dia 75 mm jointed in CM fixed to wall and taking out from wall etc complete all as specified.
M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100mm bore of pipes all as specified and as directed.
All as per item No 14 above but 150mm bore pipes
M&L for 150mm bore sand cast iron pipe, in any length with or without ears, with cement joints, laid in trenches or in floors including testing of pipe etc complete all as specified and directed
All as per item No. 15 above but 100mm bore of pipe all as specified and as directed.
M&L for 100mm bore sand cast iron pipe, in any length with or without ears, with cement joints, fixed to walls including testing of pipe etc complete all as specified and directed
All as per item No. 17 above but 75mm bore of pipe all as specified and as directed.
S&F in repair CI bend (any radius) bore of pipe 100mm with oval access door all as specified and directed.
S&F in repairs CI bend with duck's foot or heel rest bore of pipe 75mm with oval access door all as specified and directed.
S&F in repairs 100mm bore CI pipe single/Tee, branch pieces(Equal or unequal) ordinary or inverted(spigot or socket type) or with parallel branches and jointed complete all as specified and directed.
All as per item No 21 above but 75mm bore of pipe all as specified and directed.
S&F in repair 100mm bore CI pipe double branch pieces single 'Y' (Equal or unequal) ordinary or inverted(spigot or socket type) or with parallel branches and jointed complete all as specified and directed.
S&F in repairs CI Cowls 100mm bore of pipe all as specified and directed.
S&Fin repairs CI Cowls 75mm bore of pipe all as specified and directed.
Demolition of Solid block masonry set in CM as in man hole chamber and septic tank etc as in walling all as specified and directed
M&L for precast cement concrete block masonry with PCC 1:3:6,type C1, with solid blocks exc 10cm in width and set in CM (1:4) all as specified and directed.
Taking down cement plaster of any description from wall including raking out joints hacking for key, scrubbing down with water etc, complete all as specified and directed.
M&L for rendering 15mm thick in CM (1:3) on concrete/brick / solid block masonry surfaces as in manhole, septic tank etc finished even and smooth without using extra cement all as specified and directed.
M&L for rendering 15mm thick in CM (1:6) on concrete/brick/Solid block masnory wall surfaces finished even and fair all as specified and directed.
M& L for Finishing walls with Acrylic smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) etc complete all as specified and as directed by Engineer-in-Charge.(Make Apex Ultima)
Demolition of cement concrete reinforced of any description and in any position complete all as specified and as directed.
M&L for providing precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in cover slab for manholes, septic tank and similar work set in CM (1:6) all as specified incl necessary form work and placed in position all as directed
M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking and bending spirally for hopping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia) or securing with clips complete.
Returning, filling in, incl spreading, levelling, watering and well ramming in layers n.exc 25cm thick with soils all as specified and directed.
Removing excavated soils to a distance n.exc 50M and depositing where directed at a level n.exc 1.5M above the starting point all as specified and directed.
M&L for CI gully traps in repairs square or round mouthed of size 150 x 150 mm, type 'P' incl making good the disturbed surfaces like plinth protection all as specified and directed.
Cutting of small trees/plants at the stem removal of the roots of the plants by using acids, cutting around the spout for removing the roots of any size and making good with CM (1:3) incl two coats of cement base paint complete all as directed by Engineer-in-Charge
S & F in repairs PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed
All as per item No.39 above but 75mm bore
S & F in repairs PVC (SWR) pipes 150 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed
S & F in repairs PVC (SWR) bend of any radius with oval access door, 110mm bore all as specified and as directed
All as per item No.42 above but 75mm bore
S & F in repairs 110mm bore PVC (SWR) junction, (Single 'T') equal or unequal all as specified and as directed
All as per item no.44 above but 75mm bore
Demolition of cement concrete (unreinforced) in ground floors and pavings not exc. 15cm thickness etc below or above ground level incl floor hearth tiles if any and removing the rubbish off the premises complete all as specified and as directed by Engr-In -Charge.
M&L plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foundation.
M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregates as in benching, haunching and channel etc finished even and smooth using extra cement including necessary form work.
M&L for PCC 1:3:6 type C1 using 20mm graded stone aggregate as in coping etc , rounded or chamfered on edges all as directed
M&L for Plain cement concrete 1:3:6, type C2, using 40 mm graded stone aggregate, as in surface channels/drains etc, complete all as specified
M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore of pipes all as specified and as directed.
S&F in repairs mild steel chromium plated gratings fixed in cement mortar or coloured cement mortar to match with the existing surfaces complete all as specified.
M&L for rendering 10 mm thick in CM 1:4 on concrete or block masonry surfaces finished even and smooth without using extra cement complete all as specified.
M&L for PCC 1:5:10, type E2, using 40 mm graded stone aggregate as in filling of sunken portion of slab etc complete
M&L for PCC 1:2:4, type B1, 40 mm thick, using 20 mm graded aggregate as in floor for laying floor finishes complete all as specified.
M&L for cast iron floor trap 100 mm outlet dia with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4)
M&L for PVC (SWR) floor trap 100 mm outlet dia with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4)
M&L for cast iron Nahani trap 100 mm outlet dia with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4)
M&L for PVC (SWR) multi floor trap 100 mm outlet dia with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4)
M&L for PVC (SWR) floor trap, 75 mm outlet dia plain with grating including jointing with solvent cement
M&L for PCC 1:4:8, type D2, 75 mm thick as in sub base of floor, plinth protection pavings etc
Material & labour for designer coloured chequred cement concrete tiles of size 30 cm x 30 cm x 25 mm with jointed and pointed in neat cement slurry with grey pigment cement and pigment to match the shade including screed bed 20mm in CM (1:4) all as specified and directed.
Dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing the rubbish off the premises.
M/L 25mm thk PCC 1:2:4 type B-0 using 12.5 mm graded agg as in flooring finished fair and even without using extra cement.
M&L for coloured non skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exc 0.06 sqm n.exc 0.11 sqm, in floors etc set and jointed in neat cement slurry and pointed with coloured cement to match the colour of tiles over and including screed bed or bedding layer of mortar 10mm thick in CM 1:4 for laying floor finishes complete all as specified and directed.
M&L for coloured glazed ceramic tiles, 350x 250x 7mm/ 450X 350X 7mm thick on vertical surfaces set and jointed in neat cement slurry and pointed in white or colour cement to match the colour of tile over and including rendering 10mm thick in CM 1:3 complete all as specified and as directed by Engineer-in-Charge.
Bharat Udyog
ANDAMAN PAINTS PVT LTD
AMR TRADERS
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