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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.4 LAccepted-AOC | 1 | Accepted-AOC L-1 | |
| 2 | 2₹21.4 L+₹53,111 (2.55%)Rejected-Finance | 2 | Rejected-Finance Being other than L-1 | |
| 3 | 3₹21.7 L+₹80,300 (3.85%)Rejected-Finance 10TH FLOOR TOWER A3 FLAT NO 1001 MI RUSTLE COURT GOMTI NAGAR EXTENSION GOMTI NAGAR LUCKNOW UP 226010 | LUCKNOW | LUCKNOW | UP | 226010 | 3 | Rejected-Finance Being other than L-1 | |
| 4 | 4₹22.0 L+₹1.2 L (5.58%)Rejected-Finance GALI NO 5 6 H NO 6 275 JHARODA MAARA EXTN PART III BURARI NEW DELHI 110084 | NEW DELHI | CENTRAL DELHI | DELHI | 110084 | 4 | Rejected-Finance Being other than L-1 | |
| 5 | 5₹24.2 L+₹3.3 L (15.9%)Rejected-Finance | 5 | Rejected-Finance Being other than L-1 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
20 Mar 2023, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW
REPAIR/ MAINT AND CLEANING OF MANHOLES, SEPTIC TANK, SOAK WELLS, SEWAGE LINES ETC WITH ALLIED WORKS AND ISC REPAIRS TO DRAINS, CULVERTS, CATTLE TRAP, BOUNDARY WALLS, FENCING, GATE, GARBAGE PITS ETC AT ZONE C AND D OF AGE B/R-I UNDER GE (EAST) LUCKNO
2023_MES_582888_1
GE/E/LKO/T-47 of 2022-23
Open Tender
Civil Works
Item Rate
270 days
GE EAST LUCKNOW
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
GE EAST LUCKNOW
₹70,000
Yes
31 Mar 2023
24 Feb 2023
21 Mar 2023
24 Feb 2023
20 Mar 2023
8 Mar 2023
Amount
Dewatering of soak well, septic tanks by using mechanical pump diesel driven with fuel operator and crew of water etc complete all as specified and directed.
Cleaning of soak well, septic tank by way of desludging foreign material manually/mechanically and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off outside of MOD premises (at the location notified by the local Municipal Corporation/Cantt board as per rules of public health), including digging required nos of pits for depositing sludge and future capping the pit with the 25 cm thick layer of soil and sprinkling bleaching powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.
Cleaning of blockage of sewer lines of any sizes/ dia of sewer line (i.e. branch sewer line, main sewer line) by way of cleaning desludging foreign material as well as roding of sewer line between successive manholes manually/mechanically or pumping out sewage from blocked line including desludging where required and directed by Engineer-in-Charge and keeping sewer line functional from Ist manhole upto final drop as septic tank, soakage well all as specified and directed . Note For item No 1 to 3 (1.The cleaning shall be carried out with mechanized operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction -cum -jetting machines fitted with pump of required capacity and the sludge sucked out with Super Succer Machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site land at any distance and without any additional cost. 2. The sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MOD land at any distance and without any additional cost , on the same day when it was taken out.The job shall be carried out with safety precaution equipment and with strict supervision .3. During the mechaized operation , the service provider /Contractor shall be equiped with Gas monitor , nylon rope ladder , torch light and compressor blower etc along with the sewage cleaning truck mounted suction / jetting machine . 4. The unit rate quoted by the contractor shall interalia deemed into the cost of providing skilled driver and operator and supervising engineer including provision of water for jetting & removal of sludge /silt /liquid /mud & sand (in foul position )etc. 5. The contractor shall engage the above mentioned T & P and intimate to Enginner - In -Charge in writing with Machine No./ Vehicle No. etc for their record and prior approval . 6. A Register shall be maintained by contractor showing the Machine No /Vehicle No. and their deployment at site mentioning time and date duly sighned by concern JE , Engr -in- charge and contractor and the same register shall be produced while claiming the payment by the tenderer .
Cleaning of all manholes upto 1.5 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.
Cleaning of all manholes above 1.50 meter upto 3.00 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.
Cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, upto 1st manhole/Gully Trap in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc & cleaning of drain pipes of any dia by rodding and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board). complete all as specified and directed. Note :- For item No-4 to 6: 1. To Maintain of internal & external sewage system in functional state at all the time by engaging/deploying minimum One Safaiwala alongwith one Helper from 0900 hours to 1700 hours at Complaint cell of AGE B/R area mentioned in the contract on daily basis, with manual/pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health), 2. The Nos of person indicated in above items as assumed by the department, shall remain present at the complaint cell of AGE B/R area mentioned in CA. Contractor may have to deploy more manpower in the particular area and deploy adequate sewage cleaning machinary/ equipments to clean the line and open blockages. Rates quoted shall be deemed to have considered in the items all such contingencies. 3. In case of non availability/ absence of any of minimum required man power , the recovery for the same shall be effected @ Rs 500.00 per day for the absence period proportionaly. 4. If necessiated by the GE for work on Sunday/ holidays, the contractor shall provide tradesmen with helpers. 5. Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained by contractor and shall be produced for verification at the time of payment of each RAR/Bill.
Taking down cement plaster on brick or concrete surfaces including raking out joints hacking for key and scrubbing down with water etc complete all as specified and directed.
Demolition of brick work built in cement mortar or cement lime mortar including all of quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.
M&L brick work with fly ash bricks, straight or curved on plan exc 6 mtr mean radius, old size brick built in CM 1:4 complete all as specified and directed.
M&L 15mm thick rendering in CM 1:4 on surfaces fair faces of brick work and surface finished even and smooth without using extra cement complete all as specified and directed.
M&L 15mm thick rendering in CM 1:6 on surfaces fair faces of brick work and surface finished even and smooth without using extra cement complete all as specified and directed.
M&L for preparation of newly plastered surfaces of wall and applying two coat of cement base paint of approved shade/tint complete all as specified and directed.
Demolition of reinforced cement concrete as cover slabs for manhole, septic tank and soak well etc (reinforcement cut as reqiured to faciliate demolition) complete all as specified and directed.
M&L for precast manhole cover slabs in RCC 1:2:4, type B-1, (using 20 mm graded stone aggregate) and set in CM 1:4 complete all as specified and directed. (Note: Reinforcement shall be measured and paid seperately 'Only')
M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200 mm thick horizontal or sloping for rough finished surface of flat concrete complete all as specified and directed.
M&L for formwork to edges of concrete flats, roofs and sides of RCC/ PCC bands in walls, and similar work exc 10cm but not exc 20cm wide complete all as specified and directed.
M&L for RCC 1:1.5:3 (nominal mix) (using 20 mm graded stone aggregate) as in slabs supported on walls, roof beam and column in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for mild steel TMT bar 10mm dia and over cut to length, bent to shape required, including cranking and bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire not less than 0.9mm dia complete all as specified and directed.
M&L for mild steel TMT bars 6mm to 8mm dia cut to length, bent to shape required including cranking, bending and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
S&F for SGSW pipe of 150mm bore including jointing with cement joints with PCC bed and haunching with PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) for 150mm bore SWG pipe line including excavation and earth work and returning, filling in trenches and removal of soil upto 1.5m, including taking up broken sewage pipe line complete all as specified and directed.
S&F UPVC underground drainage pipe (UDS) type'B' 160mm dia with wall thickness 4mm (min) and pressure 4KN/m2 jointed in cement solvent complete including testing and concrete bed to drain pipe including padding under haunching against the sides of pipes after they are laid and tested in PCC 1:3:6 type C-2 complete all as specified and directed.
M&L for Cutting into existing manholes 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 B1 smooth finished, and reforming benching as required complete all as specified and directed.
Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering, and removing surplus soil to a distance not exc 50 m complete all as specified and directed.
Excavation in trenches (soft/loose soil) not exc 1.5 m wide and not exc 1.5 m depth for foundation for main holes, shafts etc or not exc 10 sqm on plan area and not exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed.
Removing excavated material not exc 50 m and depositing, where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete as sub base of floor complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channel or drains including necessary form works, stops, moulds etc including demolition of cement concrete complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including form mould mitered or stopped ends complete all as specified and directed.
M&L for hard core of broken stone or boulder of gauge not exc 63mm, deposited, spread and leveled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in floor or paving, path etc complete all as specified and directed.
M&r for chequered cement concrete tiles 20cmx20cmx25mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments in floor, paving, path etc complete all as specified and directed.
M&L for machine pressed precast interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade in floor, paving, path etc laid over sand cushioning complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floor and paving not exc 15cm below or above ground level complete all as specified and directed.
S&F exterior tiles of superior qulaity 300mmx300mm x 10-12mm thick of approved size/design/shade set & jointed in neat cement slurry & pointed in white or coloured cement to match as in floor over and including 20mm thick screed bed in CM 1:4, complete all as specified and directed.
S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing steel sheetings or other coverings. Doors etc to be prepared for hanging or sliding with and including either hooks or hinges steel hanging door fittings (exclusive of steel sheeting or other coverings running rails and guides) and hanging also fastening and fixing complete quality conforming to Fe-290W (Gde E-265) quality B complete all as specified and directed.
S&F mild steel rolled/tubular sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters, fixed with angle cleats or other connecting plates etc. conforming to Grade Fe 410W(Gde E-265 quality `B’ complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exc 0.11 sqm but not exc 0.18 sqm, in floors etc, laid over 15mm thick screed bed in CM 1:4, set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.
M&L for glazed ceramic coloured tiles (joint free) of size 450X 350X 7mm/300x600x7mm thick over 10mm thick plaster in CM 1:3 on vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and drected.
Taking down GI tubing 15mm bore of any description including cleaning for refixing or removal to store complete all as specified and drected.
Cutting chases pining in brick, concrete walls built in cement mortar or cement lime mortar making good to facings where required and pointing in CM 1:3 to ends or edges of shelves lintels etc and cutting chases for concealed water tubing cutting not exc 10 cm girth complete all as specified and drected.
S&F 15mm dia GI tubing medium grade galvanized, with all fittings fixed complete to walls and ceilings or laid in floors complete all as specified and drected.
Taking down GI tubing 20mm bore of any description including cleaning for refixing or removal to store complete all as specified and drected.
S&F 20mm dia GI tubing medium grade galvanized, with all fittings fixed complete to walls and ceilings or laid in floors complete all as specified and drected.
S&F in repair coloured/white viterious china WC (ET) wall mounted with dual flushing cistern incl all necessary fitting such as flush pipe waste pipe of approvad shade complete all as specified and drected.
S&F in repair vitreous china squatting pan "Orissa" pattern size 580mmx440mm white with integral foot rests including connection to trap, and to flushing pipe, anti syphonage pipe, etc complete making good to floors complete all as specified and drected.
S&F in repair vitreous china wash down water closet pan (pedestal pattern) white (excluding flushing cistern and flush pipe) including connection to drain or out going pipe and flush pipe anti syphonage pipe etc complete all as specified and drected.
S&F in repair for Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and drected.
S&F in repair vitreous china urinals, half stall type (flat back), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including spreader, 60mm long brass screws, pointing around urinal back in cement; fixing with brackets, flush pipe, grating and Union for discharge pipe (excluding flushing cistern) complete all as specified and directed
S&F in repair 32 mm bore Low density PVC flexible waste pipe for Wash hand basin/sink etc complete all as specified and directed.
S&F in repair PVC connections 15 mm size with PTMT nuts of length 600 mm complete all as specified and directed.
S&F in repair CP grating with or without waste hole size 100 mm fixed with white cement in flooring complete all as specified and directed.
S&F in repair shower health faucet to EWC, CP brass with minimum 900mm long CP flexible pipe, connection etc. complete all as specified and directed.
S&F in repair CP angle valve 15mm bore fancy type cast copper alloy screwed down high pressure,capstan head, screwed both end for pipe or for unions complete all as specified and directed.
S&F in repair CP stop valves 15mm dia fancy type with long shank and cup (concealed type) screwd down, high pressure with capstan head, screwed both ends for iron pipes or for unions complete all as specified and directed.
Cutting holes into or through brick walls built in cement mortar 1:3 or cement concrete 1:2:4 type B-1, but surface area exc. 150 Sqcm but not exc 400 Sqcm complete all as specified and directed.
Dismantling fencing wire mesh, any type complete all as specified and directed.
Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
M&L chain link MS galvanised fencing, any size or type of standards rails,straining bolts etc including provision of binding wire complete all as specified and directed.
M&L MS work as in posts or struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riverting etc and similar work confirming to Fe 290Gde E-165 complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth, not otherwise described with two coat of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed.
Dismantling AC/CI/PVC pipes (any size or pattern) including all fittings shoes, bends, swan neck etc complete all as specified and directed.
S&F of 75mm bore PVC (SWR) pipes, single socked in any length with rubber ring joints fixed to wall including PVC holding clamps complete all as specified and directed.
M&L for concrete bed for 150mm bore pipes in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) to drain pipes including under and haunching againnst the side oif pipes complete all as specified and directed.
S&F of 110mm bore PVC (SWR) pipes, single socked in any length with rubber ring joints fixed to wall including PVC holding clamps complete all as specified and directed.
M/s Sachkhand Traders
HS ASSOCIATES
QUALITY CONSTRUCTIONS CO
Gaurav Enterprises
M/S AADI ENTERPRISES
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