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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC 578 AVAS VIKAS JANAKPURI B IZATNAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L1 | Accepted-AOC Over all rates are reasonable and lowest. | |
| 2 | L2₹24.9 L+₹2.9 L (13.1%)Rejected-Finance 695 NEAR ANJALI CLINIC SHIV PALACE SHANTI VIHAR BADAUN ROAD SUBHASH NAGAR BAREILLY 243001 UP | BAREILLY | BAREILLY | UP | 243001 | L2 | Rejected-Finance Over all rates are higher than L-1. | |
| 3 | L3₹27.5 L+₹5.5 L (24.8%)Rejected-Finance 89 SECTOR 12 A PANCHKULA | L3 | Rejected-Finance Over all rates are higher than L-1. | |
| 4 | L4₹28.0 L+₹6.0 L (27.3%)Rejected-Finance | L4 | Rejected-Finance Over all rates are higher than L-1. | |
| 5 | L5₹29.7 L+₹7.7 L (34.8%)Rejected-Finance 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | L5 | Rejected-Finance Over all rates are higher than L-1. |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
27 Sept 2023, 6:00 pmClosed
GE WEST BAREILLY
GE WEST BAREILLY
Repair to boundary wall gate fencing drain and allied works and repair/replacement to sewage line septic tank etc of OTM Accn under AGE B/R-I at GE West Bareilly
2023_MES_616813_1
8153/C/E8
Open Tender
Civil Works
Item Rate
180 days
BAREILLY
8 documents required · 8 mandatory
₹500
GE WEST BAREILLY
₹92,000
Yes
19 Oct 2023
1 Sept 2023
29 Sept 2023
1 Sept 2023
27 Sept 2023
15 Sept 2023
Amount
Cleaning by taking out solid sludge / semi solid sludge / fluid sludge etc including sludge water from septic tank or manholes etc of any depth and removing and disposed off the same by hydraulic run section machine away from defence land complete all as specied and directed . Note:- Unit rate quated shall deemed to be included the following :- (i) Removing manhole covers carefully & refixing the same in existing position after cleaning complete. (ii) Two layer of bamboo matting laid over deposited sludge in pit. (iii) While measuring the item the depth of pit to be considered after settlement of water complete all as specified and directed by Engineer In Charge. (iv) Excavation and earth work in soft/loose soil, returning filling to excavated soil after laying of bamboo matt and spreading of bleaching powder and removing of surplus excavated soil to a distance not exceeding 50 mtr complete. (v) Bleaching powder @ 0.50 Kg/Sqm shall be sprinkled to pit for hygienic purpose.
M & L for Cleaning of chocked / blocked IWC / EWC / Nahani, floor or gully trap (Bathroom outlet/Kitchen outlet) in daily routine by manually on working day as per complaint lodged by user's or as directed by Engr-in-Charge. Note:- Contractor shall deploy sufficient safaiwala as per site requirment (subject to minium 04 safaiwala) to attend all the complaints duly equpid with adequate tools and plants such as buckets, cleaning rods, hamers, sewage pump and the like for each and every working day. Complaints of blockage shall be completed with in 24 hours of information, failing which Rs. 200/- per day for each complaint shall be recovered from the contractor. After completion of each working day all cleaning staff along with contractor or his representative shall report to concern JE or Engineer - in - Charge for intimation of the completion of previous complaints and to obtain the fresh complaints for next day.
Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.
M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
Demolition of brick work or stone / boulder masonry including all quoins, arches, pillars, etc. built in cement mortar or cement lime mortar complete all as specified and directed.
M & L for brick work with fly-ash old size bricks having designation 75 conforming to IS-12894 (2002), straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M & L for brick work with fly-ash old size bricks having designation 75 conforming to IS-12894 (2002), straight or curved on plan and any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and directed.
M & L for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.
Taking down cement or cement lime plaster from brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc. complete all as specified and directed.
M & L for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth complete all as specified and directed.
M & L for preparation of newly plastered or un-plastered surfaces of walls and applying three coats of white wash complete all as specified and directed.
M & L for preparing newly plastered or previously untreated wall surfaces and applying two coats of cement base paint over one coat of cement wash with Portland cement slurry to a smooth bodied opaque finish complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches not exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or man holes etc n.exc 10 Sqm on plan & exc 1.5 m and n.exc 3.0m in depth & getting out in soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed
M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for 150 mm bore salt glazed stoneware drain pipes grade ‘A’ laid in trenches and jointed in cement sand mortar 1:1 with spun yarn with and including dismantling and breaking up 150 mm bore old existing drain pipe any description complete all as specified and directed.
M & L for cutting into existing manhole for connecting new drain, 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 150 mm dia pipe complete all as specified and directed.
Taking down eaves gutters and rain water pipes (any size or pattern) including all fittings, heads, shoes, bends, swan necks etc. complete all as specified and directed.
S & F of in repair 100 mm bore cast iron soil, waste and vent pipe, sand cast, in any length, with or without ears, with cement joints in cement sand mortar 1:1 with spun yarn fixed to walls complete all as specified and directed.
M & L in repair for 75 mm dia cast iron Nahani trap with grating including jointing to waste pipe fixed in cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) complete all as specified and directed.
S&F in repair 75 mm bore PVC(SWR) junction single (single T) equal or unequal with oval access door complete all as specified and directed.
S & F in repair for 75 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint laid in trenches or in floors complete all as specified and directed.
S & F in repair of 75 mm bore PVC (SWR) bend any radius complete all as specified and directed.
S & F in repair for 75 mm bore PVC (SWR) bend any radius with oval access door complete all as specified and directed.
S & F in repair for 75 mm dia PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified and directed.
S & F in repair for 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint laid in trenches or in floors complete all as specified and directed.
S & F in repair for 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to walls complete all as specified and directed.
S & F in repair for 110 mm bore PVC (SWR) bend any radius with oval access door complete all as specified and directed.
S & F in repair for 110 mm bore PVC (SWR) bend any radius complete all as specified and directed.
S&F in repair for 110 mm bore PVC(SWR) junction single (single T) equal or unequal with oval access door complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:3:6 type C-1 (using 20 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:4:8 type D-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor finished even and rough complete all as specified and directed.
M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick set jointed and pointed in neat cement slurry in floors with in equal proportions & pigments with red and yellow colour over including 20mm thick screed bed in CM 1:6 complete all as specified and directed
M & L for 60 mm thick, M-35 grade machine pressed pre-cast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment in any shape and size, laid dry over sand cushioning complete all as specified and directed.
Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15 cm thick (Below or above ground level) complete all as specified and directed.
Disconnecting existing tanks, setting aside (or lowering if required) for repairs cleaning etc and hoisting if required reconnecting and re-fixing in position and cleaning and removing all scale and dirt, etc from tanks and from mouths of circulating pipes for exc 250 & n exc 500 ltr capacity including writing date and year of cleaning of height not less than 50mm and width not less than 20mm on plain base with synthetic enamel paint etc complete all as specified and directed.
All as per Item No. 39 above but exc 500 ltr and n.exc. 1000 ltr capacity complete all as specified and directed.
Note :- Tenderers may note that amount as given in schedule of credit will be deducted from the total amount to worked out the net contract sum at the time of Acceptance of tender.
SURYA CONSTRUCTION
M/S Gupta and Company
M/S VAIBHAV ENTERPRISES
Mohit Enterprises
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