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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹20.4 L+₹45,025 (2.26%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹20.4 L+₹48,845 (2.45%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹21.1 L+₹1.2 L (5.96%)Rejected-Finance | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹21.4 L+₹1.5 L (7.65%)Rejected-Finance 208 L MODEL TOWN LUDHIANA | LUDHIANA | LUDHIANA | PUNJAB | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S OM Enterprises L9 | SahaDevSingh Constructions L1 | M/s S. K. Construction Co. L5 | M/S KAMAKHYA CONTRACTORS L6 | TRIVENI ASSOCIATES L8 | M/S APOORVA CONSTRUCTION L4 | M/S RADHEY GOVIND ENTERPRISES L2 | saroj constructions L3 | M/S MRITUNJAI SHARMA L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft/ loose soil not exceeding 1.5 m wide n.exc 1.5m depth for fdn etc for shaft, wells, cesspits, man holes, pier holes etc. n.exc 10sqm on plan and n.exc 1.5m depth and getting out in soft loose soil complete all as specified and directed by Engr-in-Charge. | 25 | Cum | 320 ₹8,000 | 220 ₹5,500 | 290 ₹7,250 | 200 ₹5,000 | 250 ₹6,250 | 100 ₹2,500 Lowest | 300 ₹7,500 | 250 ₹6,250 | 450 ₹11,250 |
| 2.00 | All as per item No. 1 above but exc 1.5m and n. exc 3.0 m in depth complete all as specified and directed by Engr-in-Charge. | 10 | Cum | 320 ₹3,200 | 250 ₹2,500 | 340 ₹3,400 | 150 ₹1,500 Lowest | 300 ₹3,000 | 200 ₹2,000 | 300 ₹3,000 | 300 ₹3,000 | 450 ₹4,500 |
| 3.00 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil.complete all as specified and directed by Engr-in-Charge. | 15 | Cum | 320 ₹4,800 | 120 ₹1,800 | 80 ₹1,200 | 100 ₹1,500 | 150 ₹2,250 | 200 ₹3,000 | 50 ₹750 Lowest | 250 ₹3,750 | 500 ₹7,500 |
| 4.00 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting pointcomplete all as specified and directed by Engr-in-Charge. | 20 | Cum | 320 ₹6,400 | 120 ₹2,400 Lowest | 200 ₹4,000 | 1,500 ₹30,000 | 300 ₹6,000 | 500 ₹10,000 | 200 ₹4,000 | 250 ₹5,000 | 500 ₹10,000 |
| 5.00 | Demolition of PCC of any description not otherwise specially provided for complete all as specified and directed by Engr-in-Charge. | 10 | Cum | 150 ₹1,500 Lowest | 350 ₹3,500 | 500 ₹5,000 | 1,500 ₹15,000 | 1,710 ₹17,100 | 5,000 ₹50,000 | 500 ₹5,000 | 250 ₹2,500 | 400 ₹4,000 |
| 6.00 | Demolition and breaking up drain pipe (SGSW, AC, RCC or PVC) of 150mm bore incl demolition of PCC as in benching and hauching etc all as specified and directed. | 70 | RM | 250 ₹17,500 | 22 ₹1,540 Lowest | 40 ₹2,800 | 100 ₹7,000 | 40 ₹2,800 | 300 ₹21,000 | 50 ₹3,500 | 100 ₹7,000 | 120 ₹8,400 |
| 7.00 | Demolition and breaking up drain pipe (SGSW, AC, RCC or PVC) of 200mm bore incl demolition of PCC as in benching and hauching etc complete all as specified and directed by Engr-in-Charge. | 100 | RM | 250 ₹25,000 | 28 ₹2,800 Lowest | 55 ₹5,500 | 120 ₹12,000 | 50 ₹5,000 | 200 ₹20,000 | 50 ₹5,000 | 100 ₹10,000 | 120 ₹12,000 |
| 8.00 | Demolition of brick work masonery built in cement mortar complete all as specified and directed by Engr-in-Charge. | 50 | Cum | 500 ₹25,000 | 350 ₹17,500 | 500 ₹25,000 | 1,000 ₹50,000 | 1,000 ₹50,000 | 5,000 ₹2,50,000 | 500 ₹25,000 | 150 ₹7,500 Lowest | 250 ₹12,500 |
| 9.00 | M&L of PCC 1:4:8 type D-2 as in foundation, filling of mass concrete etccomplete all as specified and directed by Engr-in-Charge. | 2.5 | Cum | 8,000 ₹20,000 | 3,200 ₹8,000 Lowest | 5,000 ₹12,500 | 3,500 ₹8,750 | 4,500 ₹11,250 | 5,000 ₹12,500 | 5,500 ₹13,750 | 4,000 ₹10,000 | 4,200 ₹10,500 |
| 10.00 | M&L of brick work in CM 1:4 using sub class 'B' bricks straight or curved on plan exc 6m mean radius as in man holes, etc complete all as specified and directed by Engr-in-Charge. | 40 | Cum | 8,000 ₹3,20,000 | 5,500 ₹2,20,000 | 7,000 ₹2,80,000 | 5,500 ₹2,20,000 | 4,500 ₹1,80,000 | 4,500 ₹1,80,000 | 4,500 ₹1,80,000 | 8,000 ₹3,20,000 | 3,800 ₹1,52,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
12 Aug 2025, 6:00 pmClosed
Maj Dinoop Kumar
GE (W) Agra
CLEANING OF SEWAGE LINE AND MANHOLES, REPAIR TO SEWAGE LINE MANHOLES, BRICK WORK, PLASTER IN OTM ACCN UNDER AGE B/R-I OF GE (WEST) AGRA
2025_MES_722356_1
801/1117/E8
Open Tender
Civil Works
Item Rate
330 days
GE (West) Agra
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE (West) Agra
₹40,000
16 Oct 2025
24 Jul 2025
19 Aug 2025
24 Jul 2025
12 Aug 2025
6 Aug 2025
Amount
Excavation in trenches in soft/ loose soil not exceeding 1.5 m wide n.exc 1.5m depth for fdn etc for shaft, wells, cesspits, man holes, pier holes etc. n.exc 10sqm on plan and n.exc 1.5m depth and getting out in soft loose soil complete all as specified and directed by Engr-in-Charge.
All as per item No. 1 above but exc 1.5m and n. exc 3.0 m in depth complete all as specified and directed by Engr-in-Charge.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil.complete all as specified and directed by Engr-in-Charge.
Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting pointcomplete all as specified and directed by Engr-in-Charge.
Demolition of PCC of any description not otherwise specially provided for complete all as specified and directed by Engr-in-Charge.
Demolition and breaking up drain pipe (SGSW, AC, RCC or PVC) of 150mm bore incl demolition of PCC as in benching and hauching etc all as specified and directed.
Demolition and breaking up drain pipe (SGSW, AC, RCC or PVC) of 200mm bore incl demolition of PCC as in benching and hauching etc complete all as specified and directed by Engr-in-Charge.
Demolition of brick work masonery built in cement mortar complete all as specified and directed by Engr-in-Charge.
M&L of PCC 1:4:8 type D-2 as in foundation, filling of mass concrete etccomplete all as specified and directed by Engr-in-Charge.
M&L of brick work in CM 1:4 using sub class 'B' bricks straight or curved on plan exc 6m mean radius as in man holes, etc complete all as specified and directed by Engr-in-Charge.
Ditto but except brick, using old brick incl cleaning of brick, stacking, etc complete all as specified and directed by Engr-in-Charge.
M&L PCC 1:2:4 type B-0 ( using 40 mm graded stone aggregate )as in surface chanels/manholes including necessary form work complete all as specified and directed by Engr-in-Charge..
M&L PCC1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping, benching etc incl necessary form work complete all as specified and directed by Engr-in-Charge.
Extra for forming fair finished drain or channel 30cm inner girth using extra cement incl forms, moulds, etc complete all as specified and directed by Engr-in-Charge.
Extra for forming fair finished drain or channel exc 30 cm width but not exc 55cm inner girth using extra cement incl forms, moulds, etc complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed of drain pipe inch packing under and haunching against the sides of pipe after they are laid and tested for 150mm dia of pipe complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed of drain pipe including packing under and haunching against the sides of pipe after they are laid and tested for 200mm dia of pipe complete all as specified and directed by Engr-in-Charge.
M&L of 150mm (internal dia) SGSW drain pipe laid in trenches and jointed in CM 1:1 complete all as specified and directed by Engr-in-Charge.
M&L of 200mm (internal dia) SGSW drain pipe laid in trenches and jointed in CM 1:1 complete all as specified and directed by Engr-in-Charge.
M&L 15mm thick cement plastering in cement morter 1:4 finsihed even and smooth faces of brick walls finished even and fair without using extra cement mixed with liquid WPC as per manufacturer's direction complete all as specified and directed by Engr-in-Charge. Note- WPC shall be measured and paid under resepective item separately
Supply only Integral waterproofing compound complete all as specified and directed by Engr-in-Charge.
Demolition of cement concrete (reinforced) of any description and any position not otherwise specially provided for complete all as specified and directed by Engr-in-Charge.
M&L for precast RCC 1:2:4 type B-1(using 20mm graded stone aggregate as in pre-cast slab and manhole/drain covers complete all as specified and directed by Engr-in-Charge.
M&L TMT bars 10mm dia and over, cut to length, 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 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.
M&L TMT bars 6mm to 8mm dia and over, cut to length, 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 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge.
Cleaning of under ground sewer lines of any type size exc 100mm dia n. exc. 200 mm dia and removing sludge outside the MOD land of any type of blockage of any kind of all lines by means mechanical roding with vibrations/drilling concept i.e. truck mounted mechanised sewer jetting cum suction machine, including desludging descaling & clear the chocking where ever flushing the entire stretch with combind high pressure water jetting cum suction(vacum) type machine suitably fabricated on HCV having facility of hydraulic application through complete all as specified and directed . In typical locations where cleaning by above mechanical means is not possible due to site condition, the cleaning should be done as per the direction of Engg-in-charge
All as per item No. 26 above but dia of sewer lines exc 50mm but n'exc 100 mm dia complete all as specified and directed by Engr-in-Charge.
Cleaning of man holes of any size, depth upto 1.5 m deep from top to bottom incl dewatering and desludging etc complete all as specified and directed by Engr-in-Charge.
All as per item No. 28 above but depth exc. 1.5 m and n. exc. 3.0 m complete all as specified and directed by Engr-in-Charge.
Cleaning of blockage of WC incl cleaning of 'P' or 'S' trap complete all as specified and directed by Engr-in-Charge..
Cleaning of blockage of floor trap, nahani trap/gully trap etc and removing of waste cleaning of grating and refixing in same position complete all as specified and directed by Engr-in-Charge.
Cleaning the sewage sump wells, septic tanks of any dia/ depth and in any location etc. by taking out complete sludge, water and solids of any type by mechanically HCV mounted suction discharge machine having blow back facility with sludge tank of capacity not less than 6000 lt(fully covered ) removing and disposing the entire retrieved material outside the periphery of defence land taking prcautionary measure incl. required tools and plant complete, working in foul condition and covering the entire sludge and solids with local earth complete all as specified and directed by Engr-in-Charge.
Cutting holes into extg manholes for connecting new drains/pipe in any dia, making good to pipe and rendering, cutting out extg enching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finishied, and reforming benching as required complete all as specified and directed by Engr-in-Charge.
Supply and fixing in repairs 10 litres capacity white/ coloured PVC valveless, syphonic action type, flushing cistern, low level, white with inlet, ball valve, float and handle including brackets complete all as specified and directed by Engr-in-Charge.
S & F in repair vitreous squating pan of orissa pattern long pan of size 580 mm white with cast iron p or s trap with back inlet including flush pipe of suitable length to connection with existing cistern & make good complete all as specified and directed
S&F Vitreous china wash down water closet pan “Pedestal Pattern” white with wc seat cover coloured closed pattern with flat bottom and mild steel chromium plated or aluminized hinging device including pvc flush pipe and joints etc and connection to drain, flushing, pipe, anti- syphonage pipe, and fixing arrangements with fixing bolts etc ,complete all as specified and directed by Engr-in-Charge.
S & F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall/floor complete all as specified and directed by Engr-in-Charge.
S & F in repair 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall/floor complete all as specified and directed by Engr-in-Charge.
S & F 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engr-in-Charge.
S&F in 110 mm bore PVC (SWR) tee with access door of any radius complete all as specified and directed by Engr-in-Charge.
S&F in 75 mm bore PVC (SWR) tee with access door of any radius complete all as specified and directed by Engr-in-Charge.
S&F in repairs 110mm bore PVC (SWR) vent cowl complete all as specified and directed by Engr-in-Charge.
S & F 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engr-in-Charge.
Cleaning of roughened surface of sunken floor by brushing with wire brush to remove all dirt and apply a coat of cement slurry with 3.00 Kg of cement per sqm and Rendering 15mm thick in CM 1:3 using WPC finished rough (sunken floor/wall) and then applying two course treatment as follow :- (i) Applying bitumen primer @ 0.40Kg/Sqm (ii) Laying APP (Atactic polypropylene) modified membrance 3mm thick and weighting not less than 3.50 Kg/Sqm with 100 GSM/Sqm non woven polyester mat as center core reinforcement, laid with 75 mm side over lap and 100mm end over lap. The membrane has to be laid with LPG torch and over lap sealed and finished neat. (iii) 40mm bore GI pipe for spout pipe length 0.75m
M&L for plain cement concrete 1:5:10, type E2 (Using 40mm graded brick aggregate) as filling in sunken floor in any position complete all as specified and directed by Engr-in-Charge.
M&L for 50mm thick plain cement concrete, 1:2:4 type B1 (using 20 mm graded stone aggregate) as in floor complete all as specified and directed by Engr-in-Charge.
M&L for PVC nahani trap/floor trap/gully trap with grating for 100mm dia outlet pipe, including making good disturbed area/ surfaces with cement concrete/cement mortar 1:3 etc including taking down old unserviceable nahani/floor trap/ gully trap.
M&L 75mm thick PCC 1:3:6 C-2 (using 20mm graded crushed stone aggregate) finished even and fair complete all as specified and directed by Engr-in-Charge.
M&L for providing cement concrete, 100 mm thick, type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base or sub floor etc. complete all as specified and directed by Engr-in-Charge.
M&L for Sand filling under floors or in foundations including watering and consolidation thickness 35mm
M & L for machine pressed precast concrete interlocking paver blocks lacquor finish any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment complete all as specified and directed by Engr-in-Charge.
Dismantling floor hearth wall tiling including cement mortar bedding(but not backing) removal serviceable tiles to store and rubbish of the premises complete all as specified and directed by Engr-in-Charge.
M&L for screed bed on bedding layer of cement mortar(1:6) 15mm thick for laying floor finishes complete all as specified and directed by Engr-in-Charge.
M & L for non skid ceramic coloured tiles (Ist quality/premium quality) 7 to 8 mm thick (Square/ rectangular), area of each tile exc 0.06 Sqm but n.exc 0.11 sqm as floors set and jointed in neat cement slurry and pointed in coloured or white cement to match the colour of tiles as in floor over 15mm thick screed bed in CM 1:6 complete complete all as specified and directed by Engr-in-Charge.
M & L for non skid ceramic coloured joint free tiles (Ist quality/premium quality) 7 to 8 mm thick (Square/ rectangular), area of each tile exc 0.11 Sqm but n.exc 0.18 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured or white cement to match the colour of tiles as in floor over 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-Charge.
M&L for vitrified ceramic light or any shade tiles 10mm thick (square/rectangular), polished (1st quality/premium quality), area of each tiles n exc 0.36 Sqm in floors etc, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6,set and jointed in neat cement slurry and pointed in coloured or white cement to match the colour of tiles complete all as specified and directed by Engr-in-Charge.
M&L for vitrified ceramic light or any shade tiles 10mm thick (square/rectangular), polished (1st quality/premium quality), area of each tiles n exc 0.36 Sqm in verticle syuface etc, laid over and including 10mm thick plaster in cement mortar 1:4,set and jointed in neat cement slurry and pointed in coloured or white cement to match the colour of tiles complete all as specified and directed by Engr-in-Charge.
M&L for glazed ceramic coloured tiles joint free of size 300X200X7mm (1st quality/premium quality), in verticle surfaces such as riser of steps, skirting, dado and pillar etc,over and including 10mm thick plaster in cement mortar 1:4,set and jointed in neat cement slurry and pointed in coloured or white cement to match the colour of tiles complete all as specified and directed by Engr-in-Charge.
M&L for chequered cement concrete tiles 20 cm x 20 cm x 25 mm thick, with grey cement and pigments, set & jointed in neat cement slurry and pointed with grey cement & pigment in floors laid over and including 20 mm thick screed bed or bedding layer including dismantling existing tiles with screed bed complete all as specified and directed by Engr-in-Charge.
M/S RADHEY GOVIND ENTERPRISES (BID ID -3386478)
saroj constructions (BID ID -3390029)
M/S APOORVA CONSTRUCTION (BID ID -3389257)
M/s S. K. Construction Co. (BID ID -3391112)
M/S KAMAKHYA CONTRACTORS (BID ID -3390386)
M/S MRITUNJAI SHARMA (BID ID -3387373)
TRIVENI ASSOCIATES (BID ID -3390824)
M/S OM Enterprises (BID ID -3391401)
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