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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.6 L+₹19,870 (1.60%)Rejected-Finance | L2 | Rejected-Finance BEING L2 |
Tender Value
₹14.5 L
EMD Value
₹28,960
Closing Date
3 Mar 2020, 6:00 pmClosed
GE AF THANE
GE AF THANE, SANDOZ BAUGH POST ,KOLSHET ROAD ,THANE 400607
REPAIR REPALCEMENT OF SEWAGE LINES, SEWAGE FENCING, SEPTIC TANK, CLEANING OF SEWAGE LINES, TAKING OUT BLOCKAGE FROM WHB,WC, KITCHEN , URINAL, MANHOLE TO COVER, CLEANING OF DRAIN IN SITE P AT AFS THANE
2020_MES_321830_1
8917/E8
Open Tender
Civil Works - Others
Item Rate
330 days
THANE
AS PER NOTICE OF TENDER
8 documents required · 8 mandatory
₹500
GE AF THANE
₹28,960
Yes
11 Jun 2020
4 Feb 2020
5 Mar 2020
4 Feb 2020
3 Mar 2020
18 Feb 2020
4 Feb 2020 - 18 Feb 2020
Amount
Opening cover de-watering and taking out sludge from septic tank of any size and removing sludge out side MD land and cleaning the septic tank as per BMC rules and placing cover in original position. Note :- The measurement for the quantity sludge removed will be arrived by multiplying the inner dimensions of septic tank to actual depth of sludge deposited by dipping the measuring rod. The depth shall be of that wet surface on measuring rod for payment purpose.
M&L for two labour to clean/clear of blockage of manholes, gully traps, floor traps, vertical soil/waste pipe of different dia (upto four storey bldg) and sewage line in the area of AF station sheva/site R (Domestic and Tech area). Note : The labour will report daily 0845hrs at complaint cell and clear the same within 24 hours after receiving the complaint. The contractor will supply all T&P, scafolding/ladder and any other material required to clear lockage at site without any extra cost. The recovery will be made from the contractor @ Rs.250/- per complaint which are not cleared within 24 hours from time of receipt of complaint.
Opening cover and taking out accumulated garbage deposited such as brick bats, pebbles sand ,silt from gulley traps and cleaning of gulley traps including drain pipes upto first manhole not exceeding 3 metres away and removing the same to outside MD land and placing the cover in orginal position complete all as specified as directed. Note: All T&P including labour shall be provided by the contractor at their own cost.
Opening cover and taking out accumulated garbage deposited such as brick bats, pebbles sand ,silt (night soil excreta etc)from Man Holes of depth not exc 1.5m and cleaning of man hole as per BMC rules and placing the cover in orginal position complete all as specified as directed. Note: All T&P including labour shall be provided by the contractor at their own cost.
Opening cover and taking out accumulated garbage deposited such as brick bats, pebbles sand ,silt (night soil excreta etc)from Man Holes of depth exc 1.5m and cleaning of man hole as per BMC rules and placing the cover in orginal position complete all as specified as directed. Note: All T&P including labour shall be provided by the contractor at their own cost.
Systematically cleaning of 150 mm dia pipe sewage/drains by passing rope knots, bumboos kampti and disc of required size from manholes to manholes septic tank and well flushing after cleaning sewer line/drain pipe with water (excluding manholes and septic tanks) including safety measures such as test for gas etc complete all specified and directed.
Demolition of Brickwork or stone/boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engr-in-Charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard/dense soil,complete all as specified and directed by Engr-in-Charge.
Demolition of RCC Manhole covers, slabs etc Concrete of any description and in any position not otherwise specifically provided for, cement concrete is reinforced (reinforcement cut as required to facilitate demolition)
M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 200 mm laid in trenches and jointed in cement mortar 1:1 ,complete all as specified and directed by Engr-in-Charge.
M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 150 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified
M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars 200 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified
M&L cement Concrete bed to drain pipes including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) bore of pipe is 150 mm complete all as specified.
M&L cement Concrete bed to drain pipes including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) bore of pipe is 200 mm complete all as specified.
Supply and fix in repairs salt glazed stone ware gulley traps, square or round mouthed type 'P' of size 150 mm x 150 mm, complete all as specified and directed by Engr-in-Charge.
M&L for Brick work in brunt brick with sub class 'B' old size bricks straight or curved on plan exceeding 6 m mean radius with old size bricks built in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound including finished even and smooth without using extra cement complete all as specified.(Note:- Water proofing compound will be measured and paid seperately).
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed by Engr-in-Charge.
Rendering 10 mm thick in repair on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound including finished even and smooth without using extra cement complete all as specified.(Note:- Water proofing compound will be measured and paid seperately).
Supply only integral water proofing compound.
M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping benching for manholes etc including weathering slighting rounded or chamfered angles and throuting including necessary formwork as directed by Engineer-in-Charge.
M&L for Providing precast cement concrete 1:2:4 type B1 using 20mm graded broken stone aggregate as in precast cover slab for man hole etc,and setting in cement mortar 1:4 in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match, complete all as specified and directed by Engr-in-Charge.(Note:- Reinforcement shall be measured and paid seprately )
M & L for TMT bars 10 mm dia and over, cut to length bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars ,complete all as specified and directed by Engr-in-Charge.
ditto-all as item No. 23 but 6 mm to 8 mm dia, quality confirming to Fe 410-S or Fe 410-0,complete all as specified and directed by Engr-in-Charge.
Cutting into existing manholes for connect in 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-1 smooth finished and reforming benching as required for 150mm ,complete all as specified and directed by Engr-in-Charge.
M&L for PCC (1:4:8) type D-2 using 40mm stone agg as in foundations, filling & mass concrete, complete all as specified and directed by Engr-in-Charge.
Returning, filling in including spreading, levelling watering and well ramming in leyers n.exc 25cm each layer in hard /dense soil, complete all as specified and directed by Engr-in-Charge.
Removing surplus soil n.exc 50 mtr away deposited where directed n.exc 1.50 mtr high from the starting point ,complete all as specified and directed by Engr-in-Charge.
Vinod Enterprises
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