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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.7 LAccepted-AOC A 14 USHA SADAN NEAR POST OFFICE COLABA MUMBAI 05 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹96.6 L+₹3.0 L (3.18%)Rejected-Finance | L2 | Rejected-Finance Other than being Lowest | |
| 3 | L3₹1.0 Cr+₹9.7 L (10.3%)Rejected-Finance FLAT NO A 102 ASHOKVAN RAJSHIV CO OP HSG SOC SHIV VALLABH ROAD DAHISAR EAST MUMBAI 400 068 | MUMBAI SUBURBAN | MAHARASHTRA | 400068 | L3 | Rejected-Finance Other than being Lowest | |
| 4 | L4₹1.3 Cr+₹32.9 L (35.2%)Rejected-Finance ROOM NO D 290 PART III GALI NO 8 SHREE GANESH MURTHI NAGAR CUFFE PARADE ROAD COLABA MUMBAI 400005 | MUMBAI | MAHARASHTRA | 400005 | L4 | Rejected-Finance Other than being Lowest |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
30 May 2022, 6:00 pmClosed
CWE (NW) Mumbai
Commander Works Engineer NW Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
SPECIAL REPAIRS TO MAIN SEWAGE LINE AND BRANCH LINE INCLUDING HARD STANDING AT OLD NAVY NAGAR UNDER GE (NW) NAVY NAGAR COLABA MUMBAI
2022_MES_519938_1
8276/CWE (NW) Mumbai/ E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) Navy Nagar
Class B
7 documents required · 7 mandatory
₹1,000
Yes
GE (NW) Navy Nagar
₹2.1 L
Yes
8 Jul 2022
25 Apr 2022
1 Jun 2022
25 Apr 2022
30 May 2022
16 May 2022
25 Apr 2022 - 14 May 2022
Amount
Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc or for soft, wells, cesspits, manholes, pier hoes, etc n.exc 10 sqm on plan and n.exc 1.5 mtr in depth and getting out hard/ dense soil complete all as specified and directed by Engineer-in-Charge
All as per item No 01 above but exceeding 1.5m deep but not ex. 3 m depth complete all as specified and directed by Engineer-in-Charge
Demolition and breaking up drain pipes (salt glazed ware, AC or cast iron or reinforced concrete drain pipe) set in cement mortar internal dia of pipe 150 mm complete all as specified and directed by Engineer-in-Charge
Demolition and breaking up drain pipes (salt glazed ware, AC or cast iron or reinforced concrete drain pipe) set in cement mortar internal dia of pipe 200 mm complete all as specified and directed by Engineer-in-Charge
Demolition and breaking up drain pipes (salt glazed ware, AC or cast iron or reinforced concrete drain pipe) set in cement mortar internal dia of pipe 300 mm complete all as specified and directed by Engineer-in-Charge
Material and Labour Concrete bed to drain pipes including packing against the sides of pipes (after they are laid and tested for 150mm dia pipe) with cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate ) complete all as specified and directed by Engineer-in-Charge
Material and Labour Concrete bed to drain pipes including packing against the sides of pipes (after they are laid and tested for 200mm dia pipe) with cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate ) complete all as specified and directed by Engineer-in-Charge
Material and Labour Concrete bed to drain pipes including packing against the sides of pipes (after they are laid and tested for 300mm dia pipe) with cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate ) complete all as specified and directed by Engineer-in-Charge
Material and Labour Salt glazed stone ware drain pipes 150 mm dia conforming to IS grade 'A' laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge
Material and labour for reinforced concrete pipes 150mm, class NP2, laid in trenches and jointed with collars of any length complete all as specified and directed by Engineer-in-Charge.
Material and labour for Reinforced concrete pipes 200mm, class NP2, laid in trenches and jointed with collars of any length complete all as specified and directed by Engineer-in-Charge
Material and labour for Reinforced concrete pipes 300mm, class NP2 laid in trenches and jointed with collars of any length complete all as specified and directed by Engineer-in-Charge
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc. complete all as specified and directed by Engineer-in-Charge
Material and Labour for brick work with sub class 'B' bricks, straight or curved on plan exc 6 mtr mean radius built in CM 1:4 complete all as specified and directed by Engineer-in-Charge
Material and Labour rendering 15mm thick on fair faces of brick work or concrete surfaces with CM 1:3 with, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
Material and Labour for PCC 1:2:4 type B-1 (20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed by Engineer-in-Charge
Extra for forming fair finished drain or channel of manholes inner girth not exceeding 30cm in cement concrete using extra cement including forms, mould mitered stopped ends etc complete all as specified and directed by Engineer-in-Charge
Material and Labour PCC(1;2:4) type BO using 20 mm graded agg as in Coping etc. complete all as specified and directed by Engineer-in-Charge
Material and Labour Form work to edges of concrete flats, exceeding 10cm but n.exc 20cm wide for rough finished surfaces complete all as specified and directed by Engineer-in-Charge
Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed by Engineer-in-Charge
Supply and Fixing Cast iron Grade FG 150 for manhole cover frame of angle iron & Boxes of MH ,with grill. Ranges including cutting, drilling, holes welding etc complete all as specified and directed by Engineer-in-Charge
Cutting into existing man holes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ Section) in cement concrete 1:2:4 type B-I smooth finished and reforming benching as required internal dia of pipe 150mm complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading, leveling watering and well ramming in layer n.exc 25cm thick complete all as specified and directed by Engineer-in-Charge
Removing excavated surplus soil exc 5 mtr and depositing where directed at a level 15 mtr above the starting point complete all as specified and directed by Engineer-in-Charge
Demolition of cement concrete un reinforced in ground floor n. exc 15cm thick (below or above GL).(Note : Rates inluding removal of demolished material out side f MoD land) complete all as specified and directed by Engineer-in-Charge
Material and Labour for cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in paving with broom finishing complete all as specified and directed by Engineer-in-Charge
Material and Labour Mild steel Framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge
Material and Labour SWR gully trap 150mmx150mm, setting and jointing and concrete bedding including demolition old unserviciable gully trap and all as specified and directed.
Material and Labour applying two coats of synthetic enamel paint over a coat red oxide on steel newly surfaces over 10cm width/girth incl preparation of surfaces complete all as specified and directed by Engineer-in-Charge
Material and Labour rendering 15mm thick on fair faces of brick work or concrete surfaces with CM 1:3 with, finished even & smooth using extra cement including taking down existing cement plaster complete all as specified and directed by Engineer-in-Charge.
Systematicaly cleaning and desilting (using HONEYSUCKER or equivelent ,whenever required in site)including man holes and gully trap of any size and depth by passing knots, bamboo, kamti and disc of required size, pumping out liquid waste/ sewage, plugging diverting the flow in the drain, if necessary and stacking the removed silt/ sludge in deposits as directed including taking precautionary measures such as safty belts, dry cells, torch for lighting in side the manholes and drain etc, sprinkling bleaching powder on the silt/ sludge removed to avoid bad smell and disposal of silt out side MD land complete all as specified and directed by Engineer-in-Charge.
Material and Labour Forming 10 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ for thicknes of slab up to 100mm complete all as specified and directed by Engineer-in-Charge.
Supply and Fixing RCC covers of size 900 x 450 mm and thickness 75mm fixing in position complete all as specified and directed by Engineer-in-Charge
Supply and Fixing MS plate (CHEQUERRED) 5- mm and over as in manhole cover fixed to angle iron frame with three Nos of hingeg and 150mm handle complete all as specified and directed by Engineer-in-Charge
Supply and Fixing PVC pipes of 110 mm dia bore pipe any length complete all as specified and directed by Engineer-in-Charge
Material & Labour for mild steel T M T 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 by Engineer-in-Charge
Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engg-In- Charge.
Material and Labour for RCC (1:2:4) using 20mm graded aggregate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge..
Material and Labour for Machine pressed precast coloured glazed concrete interlocking paver block with grey cement & pigment, glossy finish (reflective type) any shape and size (as approved by GE) confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, as in pavements to required level & gradients, set, jointed with clean dry sand and sealing the ends using PCC 1:2:4 etc complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Sand filling under floors or in foundation including watering and consolidation etc complete all as specified and directed by Engineer-in-Charge.
Material and Labour coloured glazed cement concrete chequered tiles 300 x 300 x 25 mm thick, machine pressed , glossy finish (reflective type), any design (as approved by GE); set jointed and pointed in neat cement slurry over and including 20 mm thick cement screed in cm 1:6 complete all as specified and directed by Engineer-in-Charge (Note : Cost for 20 mm thick cement screed is inclusive in the rate.)
Shetty Construction Co
BOB ENTERPRISES
DHARICHHAN ENTERPRISE
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