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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹15.9 LAccepted-AOC | L 1 | Accepted-AOC Being Lowest Bid and EAS accepted by IFA and TC | |
| 2 | L 2₹18.3 L+₹1.9 L (11.3%)Rejected-Finance B 259 RAJAJI PURAM LUCKNOW 226017 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226017 | L 2 | Rejected-Finance Other Than lowest | |
| 3 | L 3₹19.3 L+₹2.9 L (17.3%)Rejected-Finance | L 3 | Rejected-Finance Other Than lowest | |
| 4 | L 4₹19.8 L+₹3.3 L (20.2%)Rejected-Finance 92 R A LINE TOPKHANA BAZAR LUCKNOW CANTT 226002 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226002 | L 4 | Rejected-Finance Other Than lowest | |
| 5 | L 5₹19.8 L+₹3.3 L (20.3%)Rejected-Finance WZ 1043 C IIND FLOOR NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L 5 | Rejected-Finance Other Than lowest |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
16 Jul 2024, 6:00 pmClosed
GE (EAST) LUCKNOW
GE EAST LUCKNOW PIN 226002
REPAIR MAINTENANCE AND CLEANING OF MANHOLES SEPTIC TANKS,SOAK WELLS SEWAGE LINES ETC ALLIED WORKS AND CERTAIN MISC REPAIRS TODRAINS PATHS CULVERTS BOUNDARY WALLS FENCING GATES GARBAGES PITS ETC AT ZONE E1 AND E2 OF AGE BR II UNDER GE EAST
2024_MES_660542_1
GE/E/LKO/T-21 OF 2024-25
Open Tender
Civil Works
Item Rate
270 days
GE (EAST) LUCKNOW
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE (EAST) LUCKNOW
₹98,000
Yes
31 Aug 2024
19 Jun 2024
23 Jul 2024
19 Jun 2024
16 Jul 2024
2 Jul 2024
Amount
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.
Taking down cement plaster on brick or stone walls etc including ranking out joints hacking for key scrubbing down with water etc but lime plaster any description complete all as specified and directed
Demolition of cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed
M&L brick work with fly ash bricks, straight or curved on plan exc 6M mean radius, old size brick built in cement mortar 1:4 complete all as specified and as directed.
M&L brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
Ditto all as per item No 5.00 above but except bricks(Old size Bricks obtained from item No 1 above shall be used) complete all as specified and directed.
M&L brick work with fly ash bricks, straight or curved on plan exc 6M mean radius in half brick thick wall, old size brick built in cement mortar 1:4 complete all as specified and as directed.
M&L for rendering 15mm thick on fair faces of brick work in CM1:6,finished even and smooth without using extra cement complete all as specified and directed
M&L for rendering 15mm thick on other than fair faces of brick work in CM1:6,finished even and smooth without using extra cement complete all as specified and directed
M&L for rendering 10 mm thick in cm 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
Demolition of cement concrete (unreinforced ) in floors and pavings n. exc 15cm thickness (above or below GL) complete all as specified and directed
S&F 60 mm thick, machine pressed rubber moulded, glossy coloured, precast conctete interlocking paver block any shape and size of M-35 grade of approved shade laid over 50mm thick sand cushion and filled with fine sand complete all as specified and directed.
M&L for heavy duty exterior vitrified tiles of size 300 x 300 x 10 mm laid over 15 mm thick screed bed in CM 1:6, jointed in neat cement slurry and pointed with white cement and coloured pigment to match the tile complete all as specified and directed
M&L for 16 to 18mm thick granite ( of any type ) work (table rubbed and polished ) in steps, jambs, pillars, window -cills, cooking platforms and like pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including rounding of edge laid over 15mm thick screed bed in CM (1:6) including rounding of edge of stone slabs one edge complete all as specified and directed.
M&L for 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and as directed.
M&L for 40mm thick cement concrete type B-1 1:2:4 (20mm graded aggregate) as in floors,finished even & smooth without using extra cement complete all as specified and directed
Supply only glass dividing strips, 3mm thick and 38 mm wide complete all as specified and directed
Demolition of reinforcement cement concrete of any position not otherwise specifically provided complete all as specified and directed.
M&L for RCC 1:2:4 type B1 using 20mm graded aggregate for pre cast cover slab for manhole set in cement mortar 1:6 incl necessary form work complete all as specified and directed.
M&L for TMT bars 10 mm dia and over for reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, and binding with and incl MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-415 or Fe-500 complete all as specified and directed.
M&L TMT bars of 6 to 8mm dia and over cut to lenth, 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 0.9 mm dia.
M&L for cement concrete type C1 1:3:6 (20 mm graded stone aggregate) in surface channels and drains complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
M&L for PCC 1:3:6 type C1 using 20mm grade aggregate for coping complete all as specified and directed.
Dismantling posts or struts (steel or RCC) any section embedded in concrete, including taking out embeded portion and making good disturbed ground and preparing post holes for providing new posts in any type of soil complete all as specified and directed.
Dismantling posts or struts (Steel or RCC) any section embedded in natural ground, including taking out embeded portion and making good distrubed ground and preparing post holes for providing new posts in any type of soil complete all as specified and directed.
Taking down carefully old galvanised stranded steel barbed wire from old RCC posts and removing from site all as directed.
Excavating in post holes (or similar holes) each n. exc 0.5 Cum getting out in soft / lose soil returning, filling in any ramming earth in layers n. exc 25cm, watering and removing surplus soil to as distance n. exc 50m and making good surfaces complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation, filling & mass concrete complete all as specified and directed.
M&L for MS work for fencing post an struts made from angle iron and flat iron in any section including cutting tops to shape, drilling holes and notching for fixing of wires etc confirming to Fe-290 or Fee-330, complete all as specified and directed.
Supply only chain link MS zink coating 60 gms as per IS 4826 fencing of any mesh size and 3mm dia or wire complete all as specified. Note : This items shall be measured and paid as per actual weight or standard weight as per SSR which ever is less complete all as specified and directed.
Fixing only chain link fencing including line wire, any mesh size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.
Refixing only chain link fencing including line wire, any mesh size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.
M&L for 5 to10mm dia mild steel screw bolts (Machine made ) with hexagonal or square head at one end and screwed the other or screwed both ends screwed and to be bolted with washers and one hexagonal or square not exc 50mm long and dia of shank 5 to 10mm including fixed with welding to angle complete all as specified and directed.
Supply only 4mm dia galvanised medium coated steel wire cut to length as required for fixing chain the fencing etc complete all as specified and directed.
M&L for preparation of new steel & iron surface of width or girth exceeding 10cm & applying two coats of synthetic enamel paint of 1st quality over a coat of red oxide zinc chrome complete all as specified and directed.
M&L for preparation of new steel & iron surfaces n. exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide pimer complete all as specified and directed.
M&L for preparation of newly plastered surfaces of walls & applying two coats of cement base paint complete all as specified and directed.
M&L for Three coats of white wash on walls including preparation of newly plastered surfaces complete all as specified and directed.
Dismantling RCC Jalli etc of any thickness jointed in any mortar, complete all as specified and directed.
M&L for providing precast cement concrete loures and jallies, 35mm thick (measured solid) type B-0 1:2:4 (12.5 mm thick graded stone aggregate set in cement mortar 1:4, including all moulding complete all as specified and directed.
Demolition and breaking up drain pipe SWG line set in cement mortar of any description 150mm dia including side packing / hunching complete all as specified and directed.
M&L for 150 mm reinforced concrete pipes, class NP2, laid and jointed complete with collars including jointing with cement joints and haunching with PCC 1:4:8 type D-2 using 40mm graded stone aggregate for 150mm bore NP2 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 , all as specified and directed.
M&L for 200 mm reinforced concrete pipes, class NP2, laid and jointed complete with collars including jointing with cement joints and haunching with PCC 1:4:8 type D-2 using 40mm graded stone aggregate for 200mm bore NP2 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 , all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded aggregate for bed concrete to drain pipe packing under hunching for sides for 150mm dia SWG pipe lines completed all as specified and directed.
M&L for SWG drain pipe grade ‘A’ 150mm dia laid in trenches incl jointing in CM 1:3 complete all as specified and directed.
M&L for Cutting into existing manholes for connecting new drains of 150mm internal dia, 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
Taking down rain water pipes ( any size or pattern) incl all fittings , shoes, bends, swan neck etc. and removal to store
S&F of 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall incl PVC holding clamps complete all as directed.
All as per item no. 49 above but 75 mm bore fixed to wall complete all as specified and directed.
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed.
All as per above item No. 51 above but 75 mm bore of pipe etc complete all as specified and directed.
S&F of 110mm bore PVC (SWR) bends,any radius with access door complete all as directed.
S&F of 75mm bore PVC (SWR) bends,any radius with access door complete all as directed.
S&F in repairs 110mm PVC (SWR) junction single, (Single T) equal or unequal with access door with cement joint complete all as specified and directed.
S&F in repairs 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 and complete all as specified and as directed.
S&F in repair vitreous china wash down water closet pan pedestal pattern, including P or S trap and connection to drain (or outgoing pipe) and pvc seat cover excluding flushing cistern and flush pipe complete all as specified and directed
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 as directed.
S&F in repairs 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 complete all as specified and directed
S&F in repair vitreous china pedestal pan EWC (Couple Closet Bowl) of size 370 x 640 x 760 mm including UF seat cover, hinges, S trap-220 mm, accessories set etc and vitreous china ware flushing cistern of Make : Jaquar (Model No FNS-WHT-40201) complete al as specified and directed
S&F in repair 32 mm bore Low density PVC flexible 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 450 mm all as specified and directed.
S&F in repair CP grating with or witout waste hole size 100 mm fixed with white cement in tiles flooring.
Dewatering of soak well , septic tanks by using mechanical pump diesel driven with fuel operator and crew of water etc at site all as specified and directed by Engineer in charge.
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 ordered 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 .
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 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 64 to 65 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 .
Note :- For item No-66 to 69: 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 Engr-in-charge/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.
M/s Rathore Traders
M/s Bhadoria Associates
Ajay Sahu & Sons
M/S AADI ENTERPRISES
QUALITY CONSTRUCTIONS CO
Rakesh Traders
M/S S S A ASSOCIATES
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