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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹25.8 L+₹1.8 L (7.39%)Rejected-Finance FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹26.2 L+₹2.1 L (8.77%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹26.3 L+₹2.2 L (9.24%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹26.3 L+₹2.2 L (9.33%)Rejected-Finance 2 16 AJEET GANJ II BABUPURWA KANPUR KANPUR NAGAR UTTAR PRADESH 208011 | KANPUR NAGAR | UTTAR PRADESH | 208011 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | KUMAR TRADING CO L5 | M/S SINGH AND ASSOCIATES L2 | Vijay Kumar Contractor and Engineers L9 | M/S SOHAL CONSTRUCTION CO L8 | A R ENTERPRISES L1 | Hans Raj Pooni L6 | JAGDISH SINGH ASSOCIATES L4 | PARVINDER BHARDWAJ L3 | kewal builders L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and labour for cleaning and attending/rectify day to day complaint to clear the blockage of WC, WHB, bathroom grating, WHB, Sink, soil waste pipe, floor trap Nahani trap, kitchen trap, gully trap and removing the sludges, mud silt liquid sewage water, sand from out of premises complete all as specified and directed by Engineer-in-Charge.
Note: (a) Complaint register/slip shall be produced at the time of claiming the payment.
(b) Minimum one person shall be present on all working days 0900 hrs to 1700 hrs to attend the above complaints/maintenance and reporting the progress to AGE B/R-I sub Divn.
(c) Contrctor shall arrange suitable T&P (such as KHAPACHI, Bamboo, cleaning rod and suitable materials/tools, GI wire, PHAWADA, bucket, spike etc incl. necessary form work/scaffolding and safety measures.
(d) For non-attending of sewage complaints within 48hrs recovery of Rs 200/- per complaints per day shall be deducted from his dues on this account and the report on non compliance of such complaints enclosed with each RAR/Final bill. | 1,200 | Each Job | 20 ₹24,000 Lowest | 30 ₹36,000 | 20 ₹24,000 Lowest | 25 ₹30,000 | 20 ₹24,000 Lowest | 25 ₹30,000 | 30 ₹36,000 | 30 ₹36,000 | 30 ₹36,000 |
| 2.00 | Cleaning of sewage pipe line upto 300mm bore by means of sewage cleaning jet machine/ compressores/ Drain jetters pump and clean out the sludge/ liqiud mud or any other obstruction material upto 15mtr depth including necessary rodding, working in foul position and depositing of sludge/ silt/ liquid mud beyond premises of MoD land etc complete all as specified and directed by Engineer-in-Charge.
Note:- It is duty of contrctor to inform concerned JE whenever they bring Jet/ compressive machine and all other arrangement of electricity, water etc included in quoted cost by the contractor. | 4,400 | RM | 20 ₹88,000 | 15 ₹66,000 Lowest | 15 ₹66,000 Lowest | 20 ₹88,000 | 15 ₹66,000 Lowest | 24 ₹1,05,600 | 15 ₹66,000 Lowest | 15 ₹66,000 Lowest | 20 ₹88,000 |
| 3.00 | Cleaning of sewage lines of any dia and in any position by means of rodding/ bamboos etc including manholes of any description by taking out night soil extra and solid sludge and buried under 30cm deep soil by digging suitable size of pits 100mtr away from site complete all as specified and directed by Engineer-in-Charge.
Note:- 1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate.
2. Contractor shall arrange water for jettin, refilling to tank including labours required to be engaged in teh work and rubbish off the sludge beyond MoD land.
3. Bleaching powder to be spread over and all around of buried night soil/ sludge. | 5,500 | RM | 20 ₹1,10,000 | 15 ₹82,500 | 10 ₹55,000 Lowest | 20 ₹1,10,000 | 15 ₹82,500 | 20 ₹1,10,000 | 20 ₹1,10,000 | 20 ₹1,10,000 | 20 ₹1,10,000 |
| 4.00 | Cleaning of septic tanks/ Drop Manholes of any capacity by removing sludge and sludge water by pumping or manually by any means and the sludge/sludge water is to be disposed periphery of defence land including taking off and refixing man holes covers complete all as specified and directed by Engineer-in-Charge.
NOTE:-Any kind of sewage cleaning device such as sewage cleaning Mechanical Pump / Vehicle included in the rate quoted by the contractor. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine | 25 | Cum | 300 ₹7,500 | 300 ₹7,500 | 300 ₹7,500 | 300 ₹7,500 | 200 ₹5,000 Lowest | 300 ₹7,500 | 300 ₹7,500 | 300 ₹7,500 | 300 ₹7,500 |
| 5.00 | Sucking out sewage water through sewage tanker from the manholes/ septic tank/ soakage well in different location and disposal (5000Ltr capacity) by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lefting of dense waste/ sludge like mud slurry, small stones, debris, grit etc from sewer lines through vaccum mode and capable of jetting sewer lines of dia 150mm to 450mm including skilled driver and operator for supervising of cleaning of sewage line and also required sludge/ silt/ mud/ debris etc of out of MoD land complete all as specified and directed by Engineer-in-Charge.
Note:- Pumping and Loring rate are included in this item and same shall not be operatd along with items 3 & 4 here in before. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine. | 15 | Each | 2,400 ₹36,000 | 2,000 ₹30,000 Lowest | 6,000 ₹90,000 | 2,500 ₹37,500 | 2,000 ₹30,000 Lowest | 2,300 ₹34,500 | 2,000 ₹30,000 Lowest | 2,000 ₹30,000 Lowest | 2,000 ₹30,000 Lowest |
| 6.00 | Cleaning of soil/ waste pipe of any dia by rodding, pumping without disturbing joints and clamps from 1st floor to ground floor and refixing the floor trap grating complete all as specified and directed by Engineer-in-Charge. | 500 | RM | 15 ₹7,500 | 10 ₹5,000 Lowest | 10 ₹5,000 Lowest | 15 ₹7,500 | 10 ₹5,000 Lowest | 15 ₹7,500 | 20 ₹10,000 | 20 ₹10,000 | 15 ₹7,500 |
| 7.00 | Taking down and refixing of wash basin, urinal, sink with drainage board and without drainage board etc including white cement and gas kit complete all as specified and directed by Engineer-in-Charge. | 50 | Each | 100 ₹5,000 | 100 ₹5,000 | 70 ₹3,500 Lowest | 100 ₹5,000 | 100 ₹5,000 | 100 ₹5,000 | 100 ₹5,000 | 100 ₹5,000 | 100 ₹5,000 |
| 8.00 | Supply and fixing 70mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-Charge.
Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account. | 15 | Sqm | 3,500 ₹52,500 | 3,800 ₹57,000 | 3,000 ₹45,000 Lowest | 3,800 ₹57,000 | 3,500 ₹52,500 | 3,500 ₹52,500 | 3,800 ₹57,000 | 3,800 ₹57,000 | 3,800 ₹57,000 |
| 9.00 | Supply and fixing 50mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-Charge.
Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account. | 20 | Sqm | 3,200 ₹64,000 | 3,200 ₹64,000 | 2,500 ₹50,000 Lowest | 3,000 ₹60,000 | 3,000 ₹60,000 | 3,200 ₹64,000 | 3,200 ₹64,000 | 3,200 ₹64,000 | 3,000 ₹60,000 |
| 10.00 | Demolition by breaking up drain pipes (salt glazed stoneware or AC/RCC/DWC) any dia jointed in cement mortar and taking out of trenches and removing the debris including concrete bed and haunching from the trenches complete all as specified and directed by Engineer-in-Charge. | 650 | RM | 10 ₹6,500 Lowest | 10 ₹6,500 Lowest | 10 ₹6,500 Lowest | 10 ₹6,500 Lowest | 10 ₹6,500 Lowest | 10 ₹6,500 Lowest | 20 ₹13,000 | 10 ₹6,500 Lowest | 20 ₹13,000 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
31 Jul 2025, 6:00 pmClosed
Sh Mahajan Singh
GE (AF) Pathankot
REPAIR CLEANING OF SEWAGE LINES AND DE SLUDGING OF SEPTIC TANKS MANHOLES OF CERTAIN PLACES AND REPAIR TO DRAIN FENCING ROLLING SHUTTERS IRON GATES AND HARDSTANDING AT CERTAIN PLACES OF NO 2 AND 3 OF DOMESTIC AREA AT AIR FORCE STATION PATHANKOT
2025_MES_719544_1
GE/PAF-42/2025-26
Open Tender
Civil Works
Item Rate
270 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹60,000
Yes
24 Sept 2025
10 Jul 2025
2 Aug 2025
10 Jul 2025
31 Jul 2025
24 Jul 2025
Amount
Material and labour for cleaning and attending/rectify day to day complaint to clear the blockage of WC, WHB, bathroom grating, WHB, Sink, soil waste pipe, floor trap Nahani trap, kitchen trap, gully trap and removing the sludges, mud silt liquid sewage water, sand from out of premises complete all as specified and directed by Engineer-in-Charge. Note: (a) Complaint register/slip shall be produced at the time of claiming the payment. (b) Minimum one person shall be present on all working days 0900 hrs to 1700 hrs to attend the above complaints/maintenance and reporting the progress to AGE B/R-I sub Divn. (c) Contrctor shall arrange suitable T&P (such as KHAPACHI, Bamboo, cleaning rod and suitable materials/tools, GI wire, PHAWADA, bucket, spike etc incl. necessary form work/scaffolding and safety measures. (d) For non-attending of sewage complaints within 48hrs recovery of Rs 200/- per complaints per day shall be deducted from his dues on this account and the report on non compliance of such complaints enclosed with each RAR/Final bill.
Cleaning of sewage pipe line upto 300mm bore by means of sewage cleaning jet machine/ compressores/ Drain jetters pump and clean out the sludge/ liqiud mud or any other obstruction material upto 15mtr depth including necessary rodding, working in foul position and depositing of sludge/ silt/ liquid mud beyond premises of MoD land etc complete all as specified and directed by Engineer-in-Charge. Note:- It is duty of contrctor to inform concerned JE whenever they bring Jet/ compressive machine and all other arrangement of electricity, water etc included in quoted cost by the contractor.
Cleaning of sewage lines of any dia and in any position by means of rodding/ bamboos etc including manholes of any description by taking out night soil extra and solid sludge and buried under 30cm deep soil by digging suitable size of pits 100mtr away from site complete all as specified and directed by Engineer-in-Charge. Note:- 1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate. 2. Contractor shall arrange water for jettin, refilling to tank including labours required to be engaged in teh work and rubbish off the sludge beyond MoD land. 3. Bleaching powder to be spread over and all around of buried night soil/ sludge.
Cleaning of septic tanks/ Drop Manholes of any capacity by removing sludge and sludge water by pumping or manually by any means and the sludge/sludge water is to be disposed periphery of defence land including taking off and refixing man holes covers complete all as specified and directed by Engineer-in-Charge. NOTE:-Any kind of sewage cleaning device such as sewage cleaning Mechanical Pump / Vehicle included in the rate quoted by the contractor. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine
Sucking out sewage water through sewage tanker from the manholes/ septic tank/ soakage well in different location and disposal (5000Ltr capacity) by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lefting of dense waste/ sludge like mud slurry, small stones, debris, grit etc from sewer lines through vaccum mode and capable of jetting sewer lines of dia 150mm to 450mm including skilled driver and operator for supervising of cleaning of sewage line and also required sludge/ silt/ mud/ debris etc of out of MoD land complete all as specified and directed by Engineer-in-Charge. Note:- Pumping and Loring rate are included in this item and same shall not be operatd along with items 3 & 4 here in before. It is duty of contractor to inform concerned JE whenever they bring pumping/ suction machine.
Cleaning of soil/ waste pipe of any dia by rodding, pumping without disturbing joints and clamps from 1st floor to ground floor and refixing the floor trap grating complete all as specified and directed by Engineer-in-Charge.
Taking down and refixing of wash basin, urinal, sink with drainage board and without drainage board etc including white cement and gas kit complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 70mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-Charge. Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account.
Supply and fixing 50mm thick factory made precast RCC manhole covers including precast frame of any size & shape(Squre/rectangular/circuler), light duty,conforming to IS - 12592, fixed at site etc complete all as specified and directed by Engineer-in-Charge. Note:- Contractor to deposit the full quantity to the MES store yard within 1 month of issuing of work order. The same will be placed at designated site by contractor labour. Rates for shifting of manhole covers from MES store yard to site deems to be included in the quoted rates and no separate payment will be considered on this account.
Demolition by breaking up drain pipes (salt glazed stoneware or AC/RCC/DWC) any dia jointed in cement mortar and taking out of trenches and removing the debris including concrete bed and haunching from the trenches complete all as specified and directed by Engineer-in-Charge.
Concrete bed to drain pipes of bore 150mm dia including packing under hunching against the sides of pipe after they are laid tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates complete all as specified and directed by Engineer-in-Charge.
Reinforced concrete pipes,of bore of pipe in 150 mm class NP2, laid & jointed complete with collars laid in trenches in concrete padding jointed in cement mortar 1:1 complete all as specified and directed by Engineer-in-Charge. Note:-Rated included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.
Supply and fixing HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152mm & 180mm internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/45 degree etc, single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines complete all as specified and directed by Engineer-in-Charge. Note:- Rates included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.
Supply and fixing HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 260mm & 300mm internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/45 degree etc, single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines complete all as specified and directed by Engineer-in-Charge. Note:- Rates included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing.
Excavation in trenches n,exc 1.5 m wide and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.
All as per srl item No 15 above but exc 1.50 deep and n,exc 3.00 deep complete all as specified and directed by Engineer-in-Charge.
Returing filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge.
Removing excavated surplus soil out side from MD land at contractor own arrangement and depositing the soil where directed at a level not exc. 1.5mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
Cutting in to existing manholes any dia for connecting new drains,making good to pipe and rendering,cutting out existing benching for and forming branch channel(1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished,and reforming benching complete all as specified and directed by Engineer-in-Charge.
Dismantling of brick works built in cement mortar including all quoins pillars arches etc including PCC benching/coping etc complete all as specified and directed by Engineer-in-Charge.
Material and labour brick work with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius build in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
All as per Srl Item No 21 above but except brick complete all as specified and directed by Engineer-in-Charge.
Material & labour PCC 1:2:4 type B-1 (using 20mm graded cruched stone aggregate) as in benching, coping channel, roof kerb or mud stop, rounded or chamfered on edges etc and similar work including necessary form work complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster of any decription on brick work or concrete surfaces including raking out joints,hacking for key, scrubbing down with water etc and removing same from the sites, complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface fininished even and smooth without using extra cement with or without mixing of integral water proofing compound in the proportion as per manufacturers instructions complete all as specified and directed by Engineer-in-Charge.
Rendering 10 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surface fininished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Supply only water proofing compound ISI marked complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair Vitreous china squatting pan of patern 'Orissa pattern ' size 580x440 mm white with integral foot rests (Excluding flushing cistern and flush pipe), including long arm P-trap 100mm dia (PTMT) with PVC pipe 110mm bore length upto 700mm or as per site requirement, complete including making good to floor complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in repair Vitreous china wash down water closet (pedestal pattern) white of size 540×375×415mm, incl. P/S trap connection to drain (outgoing pipe) and to flushing pipe, antisyphonage pipe, plastic water closet seat cover of white in colour, back closed pattern (soft close) with flat bottom and cover, mild steel chromium plated or aluminised higing device etc complete all as specified and directe by Enginerr-in charge.
Supply and fixing in repair 10Ltr capacity PVC valveless syphonic action heavy duty smart dual flushing cistern low level, white with inlet ball valve, float and handle incl. brackets and PVC flushing pipe of suitable length of polyethylene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in repair 32mm dia bore PVC flexible /PTMT(hard type) of suitable length and wall thickness not less than 1mm waste pipe for wash hand basin/sink/urinals etc complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair CP waste coupling heavy duty 32mm bore of dishcharge (half or full threaded), complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair PVC connection 15mm bore size with two nuts and washers of suitable length( as per on site rquirement) complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair CP grating with or without waste hole including fixed with white cement complete all as specified and directed by Engineer-in-charge.
Supply and fixing in 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls and floor etc complete all as specified and directed by Engineer-in charge.
Supply and fixing in 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls and floor etc complete all as specified and directed by Engineer-in charge.
Supply and fixing in repair 75mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair 110mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair 75mm bore PVC (SWR) branch piece, single (single Y) equal or unequal with access door complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair 110mm bore PVCPVC (SWR) vent cowl complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair 75mm bore PVC P/S trap complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-charge.
Dismantling of 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 by Engineer-in-Charge.
Material and labour for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc. 0.06 sqm and n. exc. 0.11 sqm in floors etc set and jointed (joint free) in neat cement slurry and pointed in coloured cement. over and including screed bed or bedding layers of mortars 15mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engineer-in-Charge.
Material and labour for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc. 0.11 sqm and n. exc. 0.18 sqm in floors etc set and jointed (joint free) in neat cement slurry and pointed in coloured cement. over and including screed bed or bedding layers of mortars 15mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engineer-in-Charge.
Material and labour glazed ceramic coloured tiles of size 450 x 300 x 7mm thick, on vertical surfaces of walls such as skirting dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Material and labour designer coloured paver tiles of size 300 x 300 x 25 mm thick or equivalent size as in machine pressed set, jointed in neat cement slurry over and including sereed bed 20 mm thick in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge
Demolition of cement concrete(un-reinforced) in ground floor and pavings of any thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
Material and labour cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in sub base, 75 mm thick and finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Material and labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
Dismantling interlocking tiles of any dimension complete all as specified and directed by Engineer-in-Charge.
Machine pressed precast cement concrete coloured interlocking 80 mm thick paver block with rubber moulded any shape and sizs as directed, confirming to IS 15658-2006, M-35 Grade as in floor etc.and intersects to be filled with sand (free from foreign particles), complete all as specified and directed by Engineer-in-Charge.
Refixing Machine pressed precast cement concrete interlocking any thickness paver block any shape and sizs as directed, confirming to IS 15658-2006, M-35 Grade as in floor etc.and intersects to be filled with sand (free from foreign particles), complete all as specified and directed by Engineer-in-Charge.
Filleting in any position and to any shape in cement mortar 1:4 including all mitres, stops, etc exc 25 but n exc 50 Sq cm complete all as specified and directed by Engineer-in-Charge
Dismantling wrought iron or mild steel works of any description not otherwise provided complete all as specified and directed by Engineer-in-Charge
Excavation in post holes (or similar holes) each n. exc 0.5 cum, getting out, returning filling in and well ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm, watering and removing surplus soil to a distance n exc 50 m and making good surface in hard / dense soil complete all as specified.and directed by Engineer-in-Charge
Material and labour for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Fe410-W(GdeE-250) quality A Rolled steel in Joist, channel, angle, or tee sections, GI pipes as in post, rafter, purlin gate etc., fixed independently, without connecting plates, etc. complete all as specified and directed by engineer in charge.
Supply and fixing of Chain link fencing using 4mm dia GI wire 75x75mm mesh (weight not less then 3.2 Kg/ Sqm) including line wires, any mesh, size & type to any type of standards, rails, straining bolts, etc. including provision of binding wire and dismantling of existing fencing wire mesh any type complete all as specified and directed by Engineer-in-Charge
Supply and fixing of mild steel TMT bars 12 mm dia round cut to length bent to shape for stifners etc and similar work complete all as specified and directed by Engineer-in-Charge
Supply and fixing of flat iron including fixing clamps or support to chain link fencing etc,. complete all as specified and directed by Engineer-in-Charge
Supply and fixing of Mild steel screw bolts (machine made) 5 to 10mm dia of shank with hexagonal or square heads at one end and screwed the other, each screw end to be fitted with washers and one hexagonal or square nut exc 5cm but n exc 10cm long complete all as specified.and directed by Engineer-in-Charge.
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 by Engineer-in-Charge.
Material and labour for Preparation of surfaces of wall & applying two coat white wash complete all as specified and directed by Engineer-in-Charge.
Material and labour for machine cut Kota stone slab 18-20mm thick as in floor/stair riser and thread etc. laid over 10mm cement mortar 1:4 jointed and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, polishing complete all as specified and directed by Engr-in-Charge.
Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation board/slab/blankets, any thickness, including cover fillets complete all as specified and directed by Engineer-in-Charge.
Material and labour Position suspended false ceiling system using T-grid suspended ceiling grid system. The size of grid shall be 600 x 600mm with GI frame work main runner 38 x 24mm x 3600 mm, cross tee 25 x 24 x 600mm / 25 x 24 x 1200mm and wall angle 24 x 24 x 2540mm ( thickness of the material of 0.30 mm), using 9mm thick ceiling panel laminated with PVC film on front face and foil back available in due drop texture as per IS-2095, Part-I-1996, fixed in the grid of T-grid suspended ceiling grid system duly suspended by 4mm dig GI bar hanger from the purlins of the roof with butter fly clips complete all as specified and directed by Engineer-in-Charge.
Dismantling plain or corrugatd steel sheeting any gauge, thickness any type incl. Nanital or similar pattern roof covering complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall/parking shed, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 0.63mm thick plain galvanised, mild steel sheeting ,in ridges, hips, valley gutters, drip and straight flashing (length and girth as fixed), roof coverings/cladding to wall/parking shed,fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in repairs 1 mm thick Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in repair Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with hold fasts and brackets, complete all as specified and directed by Engineer-in-Charge.
Material and labour for preparation of new or previously untreated steel surfaces of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Factory made Steel window 1.25mm thick box type(primer coated)ERW hollow P section of size 60mmx25mm including grill using 10 sqmm bar double rebated both gauge and glass shutter comprised gauged glazed Skelton shutter ERW sec 50mmx20mm and 1mm thick with two openable leaf consisting two Nos sash bar of T Section 20mmx3mm complete welded to frame with one vertical mullion of ERW box type T Section of size 60mmx25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC(1:2:4) type B1 four Nos for each window including following fitting welded to frame shutter :(a) Hold fast,150mm long of 12mmx3mm made to shape O4 Nos per window (b) Handle of Z Sec20mmx25mm, 100mm long-per No leaf (c) Stainless steel Tower bolt 150mm long-02No per leaf .(d) Z section 20mmx25mm, 100mm long stopper 1 No per leaf. (e) cleat 55mm long of hollow square 15mmx20mmx63mm welded to hinge. 1 No per leaf (f) MS Pintal hinges of size 75mmx12mm. 2 Nos per leaf, including Stainless steel wire cloth, 0.25 mm to 0.36mm nominal dia of wire & average width of aperture 1.40mm to 2mm & fixed with alluminium wire staples and glass pane 3mm thick fixed with MS pin and oil putty including two coats of synthetic enamel paint including taking down existing windows complete all as specified and directed by Engineer-in-Charge. Note:- During Fixing of Window, surface Shall be make good in plumb with existing finishes like cement plaster ,similar wall tile,floor tile etc and as per site requirement.
Taking down carefully existing steel gates any type for carrying out necessary repairs by replacing old unserviceable hinges, rollers, roller plates, gate piller etc , greasing, oiling for its smooth functioning complete and re-erecting the same in old position, area of gate not exceeding 15 sqm each Note: supply and fix parts of gate, painting, brick or concrete work will be measured and paid separately.
Taking down carefully existing rolling shutters any type, any for carrying out necessary repairs by replacing old unserviceable parts, greasing, oiling for its smooth functioning complete and re-erecting the same in old position, Note :- supply and fix parts of shutter, greasing, oiling and painting will be measured and paid separately.
Taking down the inter locking laths from rolling shutter and supply and fix new laths of cold rolled steel strips 0.80mm thick having inter locking curls at both ends and a deep corrugation at the centre with the ridge depth not less than 12mm complete all as specified and directed by Engineer-in-Charge.
All as per item No 77 above but thickness of lath 1.10mm complete all as specified and directed by Engineer-in-Charge.
Taking down bottom lock plate any thickness and supply and fix new bottom plate 3.15mm thick reinforced with MS angle not less than 35 x 35 x 5mm size, bottom sliding bolt for locking arrangement two handles for pulling etc complete all as specified and directed by Engineer-in-Charge.
Taking down the existing guide channel of rolling shutter from columns/walls as specified and supply and fix new guide channel made out of 1.60 mm thick MS sheet with minimum depth of channel 65mm complete all as specified and directed by Engineer-in-Charge.
All as per item No 80 above but guide channel 75mm depth complete all as specified and directed by Engineer-in-Charge.
Taking down existing unserviceable hood cover and supply and fix new hood cover made out of mild steel sheets 1.00 mm thickness hexagonal /square in section properly stiffened with nuts and bolts angle iron /flat iron at top and bottom edges fixed to brackets or plates complete all as specified and directed by Engineer-in-Charge.
Taking down spring 45 threaded and supply and fix new spring 45 threaded complete all as specified and directed by Engineer-in-Charge.
All as per item No 83 above but 55 threaded spring complete all as specified and directed by Engineer-in-Charge.
Greasing oiling complete to the existing rolling shutter for smooth function and test the same to smooth function all as specified of any size and any type rolling shutter complete all as specified and directed by Engineer-in-Charge.
Material and labour for Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in plinth, floor,75 mm thick and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M/S SINGH AND ASSOCIATES (BID ID -3374342)
PARVINDER BHARDWAJ (BID ID -3374501)
JAGDISH SINGH ASSOCIATES (BID ID -3374573)
KUMAR TRADING CO (BID ID -3373425)
Hans Raj Pooni (BID ID -3373440)
kewal builders (BID ID -3375518)
M/S SOHAL CONSTRUCTION CO (BID ID -3377119)
Vijay Kumar Contractor and Engineers (BID ID -3375854)
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