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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.3 LAccepted-AOC | 1 | Accepted-AOC L-1 | |
| 2 | 2₹21.9 L+₹1.5 L (7.61%)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 | 2 | Rejected-Finance Being other than L-1 | |
| 3 | 3₹21.9 L+₹1.6 L (7.62%)Rejected-Finance | 3 | Rejected-Finance Being other than L-1 | |
| 4 | 4₹22.1 L+₹1.8 L (8.62%)Rejected-Finance 92 R A LINE TOPKHANA BAZAR LUCKNOW CANTT 226002 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226002 | 4 | Rejected-Finance Being other than L-1 | |
| 5 | 5₹23.9 L+₹3.5 L (17.3%)Rejected-Finance | 5 | Rejected-Finance Being other than L-1 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
10 Oct 2022, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW
REPAIR/MAINT AND CLEANING OF MANHOLES, SEPTIC TANKS, SOAK WELLS, SEWAGE LINE ETC ALLIED WORKS AND CERTAIN MISC REPAIR TO DRAINS, PATH CULVERTS, BOUNDARY WALLS, FENCING, GATES, GARBAGE PITS AT ZONE G AND H OF AGE B/R-II UNDER GE (EAST) LUCKNOW
2022_MES_551559_1
GE/E/LKO/T-37 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
25 Nov 2022
13 Sept 2022
12 Oct 2022
13 Sept 2022
10 Oct 2022
27 Sept 2022
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 and directed .
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 fly ash bricks, straight or curved on plan exc 6M mean radius, old size brick built in cement mortar 1:6 complete all as specified and directed .
Ditto all as per item No 4.00 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 directed .
M&L for rendering 15 mm 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 15 mm 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 not exc 15 cm 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 including laid over 50 mm 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 20 mm thick granite for (of any type) machine cut and polished in steps, jambs, pillar window cill, cooking plateform etc laid over 20 mm thick screed bed in CM 1:4 , bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing 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 PCC type B-1 1:2:4 (20mm graded aggregate) as in floors,finished even & smooth 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 20 mm graded stone aggregate for precast cover slab for manhole set in cement mortar 1:6 including 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 including MS wire (annealed) not less than 0.9 mm 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 or securing with clips quality conforming to Fe-415 or Fe-500 complete all as specified and directed.
M&L for cement concrete type C-1 ,mix 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 extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
M&L for PCC of mix 1:3:6 , type C-1 using 20 mm 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 embedded 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 embedded 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.
Taking down carefully old galvanised stranded steel barbed wire from old RCC posts and removing from site complete all as specified and directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum getting out in soft / loose soil returning, filling in any ,ramming earth in layers not exceeding 25 cm, watering and removing surplus soil to as distance not exc. 50 m and making good surfaces complete all as specified and directed.
M&L for PCC 1:4:8 type C-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 and 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 Fe-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 to 10mm 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 50 mm long and dia of shank 5 to 10 mm 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 link fencing etc complete all as specified and directed.
M&L for preparation of new steel & iron surface of width or girth exceeding 10 cm & applying two coats of synthetic enamel paint of over a coat of red oxide primer complete all as specified and directed.
M&L for preparation of new steel & iron surfaces not exceeding 10 cm width or girth and applying 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 of RCC Jalli etc of any thickness jointed in any mortar complete all as specified and directed.
M&L for providing precast cement concrete louvers and jallies, 35mm thick (measured solid) type B0 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 150 mm 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 complete 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 1.5 m , including taking up broken sewage pipe line complete 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 150 mm dia SWG pipe lines completed all as specified and directed.
M&L for SWG drain pipe grade ‘A’ 150mm dia laid in trenches including jointing in CM 1:3 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 B-1 smooth finished, and reforming benching as required complete all as specified and directed.
Taking down rain water pipes ( any size or pattern) incl all fittings , shoes, bends, swan neck etc. and removal to store complete all as specified and directed.
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 specified and 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 specified and directed.
S&F of 75mm bore PVC (SWR) bends,any radius with access door complete all as specified and directed.
S&F in repair 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 repair vitreous china squatting pan "Orissa" pattern size 580 mm x 440 mm 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 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 complete all as specified and directed Make : Jaquar (Model No FNS-WHT-40201)
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 connection 15 mm size with PTMT nuts of length 450 mm complete 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 complete all as specified and directed.
S&F mild steel angles/flat iron as in fencing post and struts including embedded in concrete and screwing etc including securing bolts, cutting tops to shape as directed, drilling holes notching for wire, etc conforming to Fe 290 , Gde E-165 complete all as specified and directed.
Dewatering of soak well , septic tanks by using mechanical pump diesel driven with fuel operator and crew of water etc at site 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 ordered by Engineer-in-Charge and keeping sewer line functional from Ist manhole upto final drop as septic tank, soakage well complete 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 Nahani 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. Internal & external sewage system shall be 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.
QUALITY CONSTRUCTIONS CO
M/s Sachkhand Traders
Ajay Sahu & Sons
PARAMOUNT ENGINEERS
M/S SWATI CONSTRUCTION
KUMAR ENTERPRISES
M/s Inder Kumar
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