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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | L1 | Accepted-AOC being L1 bidder | |
| 2 | L2₹21.3 L+₹1.1 L (5.54%)Rejected-Finance | L2 | Rejected-Finance not become lowest bidder | |
| 3 | L3₹21.7 L+₹1.5 L (7.57%)Rejected-Finance C 204 NANGLI EXTN NEW DELHI | WEST | DELHI | 110043 | L3 | Rejected-Finance not become lowest bidder | |
| 4 | L4₹21.9 L+₹1.7 L (8.23%)Rejected-Finance | L4 | Rejected-Finance not become lowest bidder | |
| 5 | L5₹22.0 L+₹1.8 L (8.76%)Rejected-Finance | L5 | Rejected-Finance not become lowest bidder |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
2 Jul 2024, 6:00 pmClosed
Major Sunny Kumar Attri
Garrison Engineer Jhansi
REPAIR / CLEANING OF SEWAGE LINE, SEPTIC TANK, MANHOLE AND CONNECTED ITEMS FOR ZONE D AREA UNDER AGE B/R-I AT GE JHANSI
2024_MES_657946_1
GE/JHA/TOK/47 OF 2024-25
Open Tender
Civil Works
Item Rate
330 days
GE Jhansi
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
Yes
GE Jhansi
₹80,000
Yes
30 Aug 2024
5 Jun 2024
4 Jul 2024
5 Jun 2024
2 Jul 2024
19 Jun 2024
5 Jun 2024 - 18 Jun 2024
Amount
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in any type of soil complete all as specified and directed.
Excavation in trenches, not exceeding 1.5 M wide and exceeding 1.5m but not exceeding 3 M depth for foundation, etc., and getting out in any type of soil complete all as specified and directed.
Excavation over area not exceeding 1.5 M in depth and getting out in any type of soil complete all as specified and directed.
Excavation over area exc. 1.5m but not exceeding 3.0 M in depth and getting out in any type of soil complete all as specified and directed.
Excavation over area exc. 3.0 m but not exceeding 4.5 M in depth and getting out in any type of soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.
Demolition and breaking up 150mm drain pipes (Salt glazed stone ware, AC or reinforced cement concrete) set in cement mortar including concrete bed complete all as specified and directed
Demolition and breaking up 200mm drain pipes (Salt glazed stone ware, AC or reinforced cement concrete) set in cement mortar including concrete bed complete all as specified and directed.
M&L for laying and testing of 150 mm dia SGSW (Salt glazed stoneware) drain pipe grade ‘A’ (ISI Marked) laid in trenches to level /gradient, jointed in CM 1:1 complete all as specified.
M&L for laying and testing of 150 mm dia RCC NP3 drain pipes and jointed in cement mortar and tested on completion complete all as specified and directed.
M&L for laying and testing of 200 mm dia RCC NP3 drain pipes and jointed in cement mortar and tested on completion complete all as specified and directed.
M&L for 1:3:6 type C-2 concrete bed to drain pipe including packing under and haunching against the side of pipe after they are laid and tested of 150mm bore complete all as specifed and directed.
M&L for 1:3:6 type C-2 concrete bed to drain pipe including packing under and haunching against the side of pipe after they are laid and tested of 200mm bore complete all as specifed and directed.
Cutting into existing manholes150mm dia, bricks wall for connecting new drain pipe/bend/Tee of following sizes and making good to pipe or wall leak proof and rendering cutting out existing benching for and forming branch channels (1/2 round or ¾ section) manholes and filling cut of walls by cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate smooth finish and reforming benching as required for following internal dia of pipe complete all as directed by Engineer-in-Charge.
Cutting into existing manholes 200mm dia, bricks wall for connecting new drain pipe/bend/Tee of following sizes and making good to pipe or wall leak proof and rendering cutting out existing benching for and forming branch channels (1/2 round or ¾ section) manholes and filling cut of walls by cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate smooth finish and reforming benching as required for following internal dia of pipe complete all as directed by Engineer-in-Charge.
Attending day to day complaints of Cleaning of all blockage of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes of any size and depth, in any situation by way of cleaning/desludging by manually or mechanically or by way of any other suitable means including foreign materials as well as rodding (full through) of sewer lines and between the blocked manholes where required and ordered by Engineer-in-charge and keeping the sewage line all time functional ,cleaning traps, water closet, soil waste/vent pipe, gully traps etc complete upto final drop into septic tanks and soakage well (working in foul condition with taking precautionary measures with necessary equipment as required or applicable by deploying 05 Nos of safaiwala for 08 hrs working complete all as directed by Engr-in-Charge The sludge removed from the manholes and sewage line shall be removed to out side MoD land complete all as directed by Engr-in-Charge in entire Jhansi Cantt (entire OTM and entire Married accn) area under AGE B/R-I Jhansi. Note:- Each Job shall contain various complaints of sewage recieved by the office each day.
M&L for cleaning/desludging of existing septic tank/sokage well of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MOD land by any means and at a place meant for the purpose by local Municipality complete all as specified and directed. NOTE:- For measurement purpose, Liquid depth of septic tank shall be measured before removal of sludge.
M & L for puncturing existing SGSW/RCC pipe line of any dia at any places between manholes for cleaning blockage in pipes including necessary excavation, returning filling in and removal of soil and making good punctured area with CM (1:1) complete all as specified & directed
S&F of PVC (SWR) pipe of 110 mm nominal dia size, wall thickness of 3.5 mm, Type A, in any length, single socketed type as per IS : 13592-1992 with latest amendment, having one end of the pipe as plain and other end socketed, duly fixed with cement solvent etc, complete pipe duly laid in trenches or in floors,incl taking down of eaves gutter and rain / waste water pipes including all fittings any size and pattern,complete all as directed.
S&F of PVC (SWR) pipe of 75 mm nominal dia size, wall thickness of 3.5 mm, Type A, in any length, single socketed type as per IS : 13592-1992 with latest amendment, having one end of the pipe as plain and other end socketed, duly fixed with cement solvent etc, complete pipe duly laid in trenches or in floors,,incl taking down of eaves gutter and rain / waste water pipes including all fittings any size and pattern,complete all as directed.
S&F 110 mm bore PVC (SWR) bends of any radius, complete all as specified and directed.
S&F 75 mm bore PVC (SWR) bends of any radius, complete all as specified and directed.
S&F 110 mm bore PVC (SWR) junction single (Single `T') equal or unequal, complete all as specified and directed.
S&F 75 mm bore PVC (SWR) junction single (Single `T') equal or unequal, complete all as specified and directed.
S&F in replacement vitreous china squatting pan of Orissa pattern size 580 X 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including provision of concrete bedding complete all as specified and directed.
S&F in repair vitreous china wash down water closet (pedestal pattern) white (excluding flushing cistern and flush pipe) and P or S trap including connection to drain (or outgoing pipe) and to flushing pipe anti-syphonage pipe etc including plastic water closet seat, black closed pattern with flat bottom and cover and mild steel chromium plate or aluminised hinging device complete all as specified and directed
M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in foundation filling and mass concrete, Including demolition , complete all as directed
M&L for Brickwork with sub class B bricks (Old Size) straight or curved on plan etc 6m mean radius built in CM (1:6), including demolition etc complete all as specified and directed
M&L 15 mm thick rendering in CM (1:4) on fair/uneven surfaces of brick work or concrete surfaces to be finished even and smooth without using extra cement complete all as specified and directed
M&L for precast cement concrete (1: 2: 4) type B-1 using 20 mm graded stone aggregate as in drain/manhole covers, with plain fair faces including chamfers, weathering throttling etc and set in cement mortar (1:4) complete with joint to match including necessary form works complete all as specified and directed.
Mild steel deformed (TMT) 10 mm dia., and over cut to length, bent 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.
All as per serial item No-32 above herein before but MS deformed (TMT) 8 mm dia.
Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises, complete all as specified and directed.
M&L for 25 mm thick PCC 1:2:4 type B0 using 20 mm graded stone aggregate as in sub base etc, complete all as specified and directed.
M & L for Non- skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed/ bedding layer in CM (1:6) complete all as specified and as directed.
M&L for ceramic colour tiles in vertical surface of size 450 X 300 x 7 mm thick, jointless type, set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles with and including 10 mm thick rendering in CM (1:4) for receiving the tiles, complete all as specified and as directed.
Supply and Fix in repairs 10 Litres, PVC, valve less, syphonic action type, Flushing Cistern, high level, white inlet, ball valve, float, chain and pull, and brackets including PTMT PVC connection 600mm long.flush pipe 32mm dia PVC
S & F in repairs 15 mm bore Bib taps long body fancy type cast copper alloy,chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule.
S & F in repairs 15 mm bore stop/angle cock fancy type,chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule ( Make :- as approved).
M/S PRAKASH RAIKWAR TRADERS AND CO
S GOURAV PRAKASH ENTERPRISES
M/S AADI TRADERS
AGRASEN ENTERPRISES
Yashoghan Construction
JAI BALAJI CONSTRUCTIONS
HARNAM SINGH ANIL SINGH
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