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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAccepted-AOC | L1 | Accepted-AOC due to low rate | |
| 2 | L2₹53.2 L+₹7.0 L (15.1%)Rejected-Finance FAZILKA | FAZILKA | PUNJAB | 152020 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹55.7 L+₹9.4 L (20.4%)Rejected-Finance STREET NO 3 W NO 16 SUBHASH NAGAR GIDDERBAHA DISTT SRI MUKTSAR SAHIB 152101 PUNJAB | SRI MUKTSAR SAHIB | PUNJAB | 152101 | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | RAJ KUMAR CONTRACTOR L3 | M/s Brother Buildcon L2 | M/s JASDEV SINGH & CO L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 283.7 | cum | 210 ₹59,577 | 191 ₹54,186.7 Lowest | 191 ₹54,186.7 Lowest |
| 2.00 | PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type | 26.43 | cum | 4,551 ₹1,20,282.93 | 4,305 ₹1,13,781.15 | 3,690 ₹97,526.7 Lowest |
| 3.00 | C. Conc. 1:2:4 with stone ballast using concrete mixer volume metric type | 36.4 | cum | 6,595 ₹2,40,058 | 5,637 ₹2,05,186.8 | 5,355 ₹1,94,922 Lowest |
| 4.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 157.04 | cum | 6,441 ₹10,11,494.64 | 6,270 ₹9,84,640.8 | 5,700 ₹8,95,128 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on side walls | 425.6 | sqm | 181 ₹77,033.6 | 190 ₹80,864 | 173 ₹73,628.8 Lowest |
| 6.00 | 10mm thick cement plaster 1:4 floors and top | 93.56 | sqm | 139 ₹13,004.84 | 146 ₹13,659.76 | 133 ₹12,443.48 Lowest |
| 7.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 183.37 | sqm | 227 ₹41,624.99 | 221 ₹40,524.77 Lowest | 221 ₹40,524.77 Lowest |
| 8.00 | Lowering, jointing of RCC NP-2 plain end pipes 450 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 4,284.58 | m | 298 ₹12,76,804.84 | 279 ₹11,95,397.82 | 221 ₹9,46,892.18 Lowest |
| 9.00 | Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 (@ 2.5m / No) | 50 | m | 98 ₹4,900 | 92 ₹4,600 | 70 ₹3,500 Lowest |
| 10.00 | Foot rest For manhole Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS 10910 on 12mm dia steel bar confirming to IS 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165 mm with minimum 112 mm space b/w protruted legs having 2mm tread on top surface by ribbing or chequrring besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture permanant identifaction mark to be visble even after fixing i/c fixing un manholes with 30x150x75 cm cement concrete block 1:2;4 complete as per design | 110 | each | 253 ₹27,830 | 220 ₹24,200 Lowest | 220 ₹24,200 Lowest |
Tender Value
₹86.4 L
EMD Value
₹1.7 L
Closing Date
1 Jul 2025, 10:00 amClosed
Executive Engineer,
Executive Engineer, Bathinda Canal and ground water Division, bathinda
Estimate for laying U/G pipeline for outlet RD 42500/L kotbhai Disty
2025_WR_142577_1
17/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹1.7 L
Yes
21 Aug 2025
16 Jun 2025
1 Jul 2025
16 Jun 2025
1 Jul 2025
16 Jun 2025
Amount
Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
C. Conc. 1:2:4 with stone ballast using concrete mixer volume metric type
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
10mm thick cement plaster 1:4 on side walls
10mm thick cement plaster 1:4 floors and top
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Lowering, jointing of RCC NP-2 plain end pipes 450 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 (@ 2.5m / No)
Foot rest For manhole Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS 10910 on 12mm dia steel bar confirming to IS 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165 mm with minimum 112 mm space b/w protruted legs having 2mm tread on top surface by ribbing or chequrring besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture permanant identifaction mark to be visble even after fixing i/c fixing un manholes with 30x150x75 cm cement concrete block 1:2;4 complete as per design
Providing and fixing Riser/Alfa valve (nakka) complete in all respect as per entire satisfaction of engineer-in-charge 450mm dia
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Wrought iron or MS ladders, framed grills, gratings etc. ends of bars riveted or molded forged framed window guards, barred iron doors, stair case iron railing etc. i/c cost of bolts and nuts, screws, welding rod complete fixing in position
providing and fixing of steel shutter gate assembly for 450 mm i/d pipes for pipelines complete in all respects.
Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects
Dismantling brick work, tile masonry or tile lining .in cement
M/s Brother Buildcon (BID ID -656811)
RAJ KUMAR CONTRACTOR (BID ID -656813)
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