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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.5 LAccepted-AOC VILL BHANGERI PO ROORKEE PIN 247667 | HARIDWAR | UTTARAKHAND | 247667 | 1 | Accepted-AOC Accepted amount | |
| 2 | 2₹19.3 L+₹53,695 (2.85%)Rejected-Finance 264 2 GALI NO 7 RAM NAGAR ROORKEE DIST HARIDWAR UK | 2 | Rejected-Finance other than L1 | |
| 3 | 3₹22.4 L+₹3.6 L (19.0%)Rejected-Finance 52 VIJAY COLONY NEW CANTT ROAD DEHRADUN UK | 3 | Rejected-Finance other than L1 | |
| 4 | 4₹24.4 L+₹5.6 L (30.0%)Rejected-Finance D 502 SHIVILOK COLONY RAIPUR ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | 4 | Rejected-Finance other than L1 |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
10 Jun 2024, 6:00 pmClosed
GE (MES) ROORKEE
Garrison Engineer Roorkee
REPAIR /CLEANING /LAYING TO SEWAGE LINES, MANHOLES, SEPTIC TANKS AND LIFT WELL CLEANING ETC IN POCKET 1, 2, 3, 4 AND PURKAZI AREA UNDER AGE B/R-I OF GE ROORKEE
2024_MES_653747_1
8392/366/E8
Open Tender
Civil Works
Item Rate
180 days
Roorkee
As per tender documents
9 documents required · 9 mandatory
₹500
GE (MES) ROORKEE
₹60,000
Yes
3 Sept 2024
13 May 2024
12 Jun 2024
13 May 2024
10 Jun 2024
27 May 2024
Amount
M & L for cleaning of blocked/chocked sewer pipe line of 100 mm dia from WC to gully trap, manhole or from cleaning eyes in any depth by mechanical Jetting machine and well flushing the complete line including removing of sludge /waste to low lying areas within 200 m distance and buring the same properly to the entire satisfaction of Engineer-in-Charge with and including taking out and re-fixing of manhole covers duly set in cement mortar (1:4) as wherever required complete all as specified and directed. Note : Contractor/ supervisor of contractor will report to office with following labour at 8.30AM every working day, he will collect the complaint slips and will report to the office again in the evening after complition of work, Blockage have to be cleared within the 24 hrs after the receiving of complaint. Labour at each day (Sweeper -04 Nos Roorkee and 02 Nos in Purkazi, Supervisor-1 Nos) complete all as specified and directed.
M & L for cleaning of blocked/chocked sewer pipe line of 150 mm dia from WC to gully trap, manhole or from cleaning eyes in any depth by mechanical jetting means and well flushing the complete line including removing of sludge /waste to low lying areas within 200m distance and buring the same properly to the entire satisfaction of Engineer-in-Charge with and including taking out and re-fixing of manhole covers duly set in cement mortar 1 : 4 as wherever required complete all as specified and directed.
M & L for cleaning of blocked/chocked sewer pipe line of 150 mm dia sewage line (exc 1.5 m and n.exc 3.00 m in depth from top of manholes to bottm of pipe line) by mechanical jetting machine and well flushing the complete line including removing of sludge /waste to low lying areas within 200m distance and buring the same properly to the entire satisfaction of Engineer-in-Charge with and including taking out and re-fixing of manhole covers duly set in cement mortar 1 : 4 as wherever required complete all as specified and directed.
M & L for cleaning of blocked/chocked sewer pipe line of 200 mm dia sewage line (exc 1.5 m and n.exc 3.00 m in depth from top of manholes to bottm of pipe line) by mechanical jetting machine and well flushing the complete line including removing of sludge /waste to low lying areas within 200m distance and buring the same properly to the entire satisfaction of Engineer-in-Charge with and including taking out and re-fixing of manhole covers duly set in cement mortar 1:4 as wherever required complete all as specified and directed.
M & L for cleaning of blocked/chocked sewer pipe line of 200 mm dia (exc.3 m and n.exc 4.5 m in depth from top of man holes to bottom of pipe line) by mechanical jetting machine and well flushing the complete line including removing of sludge /waste to low lying areas within 200m distance and buring the same properly to the entire satisfaction of Engineer-in-Charge with and including taking out and re-fixing of manhole covers duly set in cement mortar 1:4 as wherever required complete all as specified and directed.
M & L for cleaning of WC with harpic/Acid incl cleaning line from WC trap upto first manhole complete all as specified and directed.
M & L for cleaning of blocked nahani trap of bathroom, kitchen & WHB including cleaning of pipe line upto gully trap as required complete all as specified and directed.
Taking off existing covers of septic tank, cesspool, soak well, lift well, soak pit or manholes and cleaning the same of any size/capacity by dewatering and taking out sludge in liquid mud, silt or in solid state after emptying the water with the help of combined high pressure water jetting cum suction (Vacuum) type machine mounted on vehicle having facilities of high pressue of water thermoplastic fiber blended water jetting hose & through conical or round shape nozzle pipe and removing the sludge to a distance not exceeding 2500m and burying the sludge in newly excavated pits of suitable sizes and covering the same with excavated earth and placing back in position the removed covers and set in cement mortar 1:4 complete all as specified and directed.
M&L Soak well/ septic tanks/ manhole cleaning by mechanical suction pump tanker of capacity 3000 ltrs and laying/ throwing out of MOD Land (up to 3 km) as per all arrangement of contractor and complete all as specified and directed.
Excavation in trenches n.exc 1.50 m wide & n.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 n.exc 1.50 m wide & exc 1.50 m but n.exc 3 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 n.exc 1.50 m wide & exc 3.00 m but n.exc 4.50 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.
Taking out / demolition and breaking up drain pipes (Salt glazed ware, AC orReinforced concrete) of dia 150 mm dia set in cement mortar complete all as specified and directed.
M&L SGSW drain pipe 150 mm internal dia, grade `A' laid in trenches & jointed in cement mortar (1:1) complete all as specified and directed.
M & L PCC (1:4:8), type D-2 (using 40 mm graded crushed stone aggregrate) as in bed of drain pipes including packing under and haunching against sides of pipes after they are laid and tested for 150 mm dia, complete all as specified and directed.
M & L PCC (1:4:8), type D-2 (using 40 mm graded crushed stone aggregrate) as in bed of drain pipes including packing under and haunching against sides of pipes after they are laid and tested for 200 mm dia,complete all as specified and directed.
Taking out / demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of dia 200 mm dia set in cement mortar complete all as specified and directed.
M&L SGSW drain pipe 200 mm internal dia, grade `A' laid in trenches & jointed in cement mortar (1:1) complete all as specified and directed.
Demolition of cement concrete of any descreption and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition of Brick work built in cement mortar complete all as specified & directed.
M & L for brick work with Sub class ‘B’ Bricks (using old size bricks) straight or curved on plan exc 6 m mean radius built in CM (1:6) complete all as specified and directed.
M&L for brick work in CM (1:4) using Sub class ‘B’ Bricks straight or curved on plan any radius in half brick complete all as specified & directed.
M&L PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation of manholes etc complete all as specified and directed
M&L PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in, channel & drain complete all as specified and directed.
Extra for forming fair finished drains & channels 30 cm inner girth in cement concrete, using extra cement, including forms, moulds etc complete all as specified and directed (Inner girth only measured).
Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for keys, scrubbing down with water etc. complete all as specified and directed .
M&L rendering 15mm thick on fair faces of brick work in CM (1:4) complete all as specified and directed.
M&L PCC (1:3:6) type C1 (using 20mm graded stone aggregate) as in coping etc including necessary form work complete all as specified and directed.
Demolition of RCC of any description and in any position complete all as specified and directed.
M&L precast RCC (1:2:4) type B-1 (using 20mm graded stone aggregate) in manhole covers incl necessary form work and set in CM (1:4) complete all as specified and directed.
M&L Mild steel TMT steel reinforcement bars 10 mm dia and over cut to length, bent to shape required incl cranking, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.
All as per item 31 above but 6 to 8 mm dia and more complete all as specified and directed.
S&F of MS framed work such as grills, gratings ,gate,etc with ends of bars shouldered and or riveted or forged into spikes, framed guard bar, barred iron door, ladders, framed balusters, walk way, railings frame work of water tank and similar work confirming to Fe 290 Gde E165, incl two coats of synthetic enamel paints over one coat of primer, complete all as specified and directed.
Returning filling in trenches incl spreading, leveling, watering & well ramming in layers not exc 25 cm thick complete all as specified and directed.
Removing excavated materials n.exc 50m & depositing where directed at a level n.exc 1.5m above from starting point complete all as specified and directed.
S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls or trench 75 mm dia complete all as specified and directed.
S & F PVC (SWR) junction single, 75 mm dia (Single T) equal or unequal complete all as specified and directed.
S & F PVC (SWR) bends any radius single, 75 mm dia complete all as specified and directed.
S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors 110 mm dia complete all as specified and directed.
S & F PVC (SWR) bends any radius single, 110 mm dia complete all as specified and directed.
S & F PVC (SWR) junction single, 110 mm dia (Single T) equal or unequal complete all as specified and directed.
M & L for PVC (SWR) floor trap, diameter of outlet in 75 mm, plain with grating including jointing with solvent cement complete all as specified and directed.
M & L for PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed.
S & F vitreous china squatting pan (Orissa pattern) long pan including connection to trap,and to flushing pipe , anti-syphonage pipe etc incl making good to floor fixed in repair size 580x440mm white glazed with intergral footrest with 'P' or 'S' trap complete (excluding flushing cistern and flush) 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 Non - skid Ceramic coloured joint free tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and incl 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
M&L PCC (1:3:6) type C-2 using 40 mm graded stone aggregte as in floor, hard standing, plinth protection etc 75 mm thick finished even and smooth without using extra cement laid in alternate bays n'exc 2.50 Sqm and joints filled with with mastic filling complete all as specified and directed.
(a) Dismantling of floor of WC and bath not exc 300mm deep and removing out the cinder/concrete from sunken portion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditions, grinding any sharp edges etc complete all as specified and directed. (b) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc. (c) M&L for a glass fiber reinforced acrylic modified cementitious coating system with base coat @ 1.50 Kg/Sqm glass fiber reinforcement and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or MC Bauchemie India Pvt Ltd. (d) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with as specified. (e) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall. (f) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed. (g) The area of Each WC portion is n.exc 2.00 Sqm each. (h) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account. Note : The work will be executed by authorised manufacturers/applicator. complete all as specified and directed.
KISHORE CHAND DINESH CHAND
nautiyalandcompany
VINAYAK CONSTRUCTION COMPANY
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