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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 LAccepted-AOC | ₹51.5 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹51.8 LRejected-Finance 16 PRATAP NAGAR CHARBHUJA RAWATBHATA RAJASTHAN 323307 | RAWATBHATA | CHITTORGARH | RAJASTHAN | 323307 | ₹51.8 L | L2 | Rejected-Finance OTHER THAN L1 |
| 3 | L3₹55.8 LRejected-Finance | ₹55.8 L | L3 | Rejected-Finance OTHER THAN L1 |
| 4 | L4₹58.1 LRejected-Finance | ₹58.1 L | L4 | Rejected-Finance OTHER THAN L1 |
| 5 | L5₹61.5 LRejected-Finance | ₹61.5 L | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | ASIA ENTERPRISES L10 | M/s Sekinder Paul Sharma L6 | GENESIS INDIA L9 | R.K. Works L7 | M/s Joginder Lal Malhotra L5 | M/S Devinder Singh Pawar L1 | M/s Chopra Constructions L3 | SHARMA CONSTRUCTION COMPANY L8 | M/S GUPTA CONSTRUCTION CO. L2 | M/S J K BITUMIN HOT MIX AND WETMIX PLANT L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed by Engr-in-Charge. | 3,362 | SQM | 25 ₹84,050 | 31 ₹1.0 L | 18 ₹60,516 | 30 ₹1.0 L | 30 ₹1.0 L | 20 ₹67,240 | 20 ₹67,240 | 27 ₹90,774 | 20 ₹67,240 | 50 ₹1.7 L |
| 2.00 | Removing of excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the ground. | 599.31 | CUM | 150 ₹89,896.50 | 31 ₹18,578.61 | 50 ₹29,965.50 | 40 ₹23,972.40 | 50 ₹29,965.50 | 200 ₹1.2 L | 4 ₹2,397.24 | 54 ₹32,362.74 | 40 ₹23,972.40 | 150 ₹89,896.50 |
| 3.00 | M&L for hardcore of guage exc 63mm but not exc 100mm deposited spread and levelled in layers n.exc 15cm thick, watered and rolled/rammed to a true surface broken stone or boulders. | 504.3 | CUM | 1,000 ₹5.0 L | 1,631 ₹8.2 L | 899 ₹4.5 L | 1,400 ₹7.1 L | 700 ₹3.5 L | 1,000 ₹5.0 L | 600 ₹3.0 L | 1,350 ₹6.8 L | 500 ₹2.5 L | 700 ₹3.5 L |
| 4.00 | M&L 100m thick plain cement concrete Type D-2, 1:4:8 (using 40mm graded aggregate) as in sub-base of floors, path/hardstandings etc finished even and rough to receive topping layer complete all as specified and directed by Engr-in-Charge. | 3,362 | SQM | 370 ₹12.4 L | 231 ₹7.8 L | 165 ₹5.5 L | 250 ₹8.4 L | 350 ₹11.8 L | 175 ₹5.9 L | 135 ₹4.5 L | 252 ₹8.5 L | 180 ₹6.1 L | 300 ₹10.1 L |
| 5.00 | M&L sand filling under floors or in foundation including watering and consolidation for laying interlocking tiles (Laid in layers 50mm thick) complete all as specified and directed. | 162.25 | CUM | 2,000 ₹3.2 L | 1,331 ₹2.2 L | 650 ₹1.1 L | 800 ₹1.3 L | 500 ₹81,125 | 700 ₹1.1 L | 600 ₹97,350 | 1,350 ₹2.2 L | 500 ₹81,125 | 1,000 ₹1.6 L |
| 6.00 | M&L for machine pressed precast coloured concrete interlocking paver block of any shape and size approved by ETC, ISI marked (IS: 15658-2006) of 100mm thick, M-50 grade, in paths and hardstanding, with grey cement and pigment, laid tightly over and joints (Colour and pattern as approved by GE) complete all as specified and directed by Engr-in-Charge. | 3,245 | SQM | 1,400 ₹45.4 L | 1,031 ₹33.5 L | 1,475 ₹47.9 L | 1,150 ₹37.3 L | 1,000 ₹32.5 L | 900 ₹29.2 L | 1,180 ₹38.3 L | 1,170 ₹38.0 L | 1,000 ₹32.5 L | 900 ₹29.2 L |
| 7.00 | M&L PCC (1:2:4) type B1 using 20 mm graded stone aggregates as in coping of poles etc including weathring, slightly rounded or chambered angle and throating, necessary form work finishing all exposed faces of concrete etc complete all as specified and directed by Engr-in-Charge. | 19.45 | CUM | 6,000 ₹1.2 L | 2,999 ₹58,330.55 | 3,950 ₹76,827.50 | 4,500 ₹87,525 | 9,000 ₹1.8 L | 4,500 ₹87,525 | 3,500 ₹68,075 | 4,500 ₹87,525 | 3,200 ₹62,240 | 6,000 ₹1.2 L |
| 8.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil.complete all as specified and directed by Engr-in-Charge. | 46.44 | CUM | 200 ₹9,288 | 59 ₹2,739.96 | 149 ₹6,919.56 | 150 ₹6,966 | 300 ₹13,932 | 150 ₹6,966 | 70 ₹3,250.80 | 90 ₹4,179.60 | 120 ₹5,572.80 | 400 ₹18,576 |
| 9.00 | M&L for plain cement concrete type C-2, 1:3:6 (using 40mm graded aggregate) as in foundation and mass concrete complete all as specified and directed by Engr-in-Charge. | 11.61 | CUM | 6,000 ₹69,660 | 2,631 ₹30,545.91 | 3,000 ₹34,830 | 3,000 ₹34,830 | 5,500 ₹63,855 | 4,000 ₹46,440 | 1,200 ₹13,932 | 3,600 ₹41,796 | 2,000 ₹23,220 | 4,500 ₹52,245 |
| 10.00 | M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge. | 33 | CUM | 7,000 ₹2.3 L | 5,931 ₹2.0 L | 4,999 ₹1.6 L | 5,000 ₹1.6 L | 5,000 ₹1.6 L | 4,500 ₹1.5 L | 5,900 ₹1.9 L | 5,400 ₹1.8 L | 5,000 ₹1.6 L | 4,500 ₹1.5 L |
Updated dates
Tender Value
₹84.2 L
EMD Value
₹1.5 L
Closing Date
3 Feb 2026, 6:00 pmClosed
Anurag Anand DCWE
HQ 135 WKS ENGRS PIN- 914135 C/O 56 APO
PROVN OF HARDSTANDING AT CONVOY GROUND AT TANDA
2025_MES_746583_1
CWE/JA-26/2025-26
Open Tender
Civil Works
365 days
AKHNOOR
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE NORTH AKHNOOR
₹1.5 L
Yes
21 Mar 2026
30 Dec 2025
5 Feb 2026
30 Dec 2025
3 Feb 2026
20 Jan 2026
Surface excavation not exc 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed by Engr-in-Charge.
Removing of excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the ground.
M&L for hardcore of guage exc 63mm but not exc 100mm deposited spread and levelled in layers n.exc 15cm thick, watered and rolled/rammed to a true surface broken stone or boulders.
M&L 100m thick plain cement concrete Type D-2, 1:4:8 (using 40mm graded aggregate) as in sub-base of floors, path/hardstandings etc finished even and rough to receive topping layer complete all as specified and directed by Engr-in-Charge.
M&L for 50 mm thick sand filling under floors or in foundation including watering and consoildation for laying inter locking tiles all as specified and directed by Engr-in-Charge.
M&L for machine pressed precast coloured concrete interlocking paver block of any shape and size approved by ETC, ISI marked (IS: 15658-2006) of 100mm thick, M-50 grade, in paths and hardstanding, with grey cement and pigment, laid tightly over and joints (Colour and pattern as approved by GE) complete all as specified and directed by Engr-in-Charge.
M&L PCC (1:2:4) type B1 using 20 mm graded stone aggregates as in coping of poles etc including weathring, slightly rounded or chambered angle and throating, necessary form work finishing all exposed faces of concrete etc complete all as specified and directed by Engr-in-Charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil.complete all as specified and directed by Engr-in-Charge.
M&L for plain cement concrete type C-2, 1:3:6 (using 40mm graded aggregate) as in foundation and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
M&L 15mm thick rendering on wall in CM (1:4) of fair faces of brick work and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
M&L for preparation of new/previously untreated plastered/concrete surfaces of wall and applying two coat of synthetic enamel paint over one of cement primer paint complete all as specified and directed by Engr-in-Charge.
Returning and filling under floor including spreading, levelling, watering and well ramming in layers not exc 25cm as in hard/dense soil complete all as specified and directed by Engr-in-Charge.
Supply and fixing steel tubular swaged poles type 410 SP-31 (9 meter long) complete with CI base plate and final taper, plugs, bolts, nuts and screws complete all as specified and directed by Engr-in-Charge.
Supply and fixing LED street light fitting 70 watt 230V AC outdoor type with high pressure aluminium hosing and heat resistant complete with driver lamp bracket with impact and corrosion resistant incl thermal management in multiple optics complete with IP-66 protection complete all as specified and directed by Engr-in-Charge.
Supply and laying XLPE insulated, armoured heavy duty electric cable with aluminium comductor, 1100 volts grade, cross sectional area 16 sqmm 4 core complete all as specified and directed by Engr-in-Charge.
Supply and fixing weather proof flate twin core PVC insulated & sheathed aluminium stranded conductor cables 1.5 sqmm drawn through street light pole duly making the hole upper and down both place and connection the street light to DB box complete all as specified and directed by Engr-in-Charge.
Supply and fixing of bracket made out of 40mmx5mm angle iron 1.5 meter long and for fixing of street light including M&L for MS clamps, back plates fabricated from structural steel section 50x6mm, including nuts, bolts, washer, welding cold or hot, drilling of holes for bolts, in any shape of size including two coats of alluminium paint over a red oxide primer after prepration of steel surfaces for holding angle iron complete all as specified and directed by Engr-in-Charge.
Supply and fixing of loop In and loop out box pole mounted out door type hot press moulded SMC junction box of inside diemnsion not less than 300x300x150mm and outer dimension of 400x400x200mm with locking aggangement suitable for 240V, 50 Hz including MCB SP of 6Amp cap, fixing with 4 Nos of Aluminium busbar of 30 Amp rating for three phase with netural, painted with powder coating in siemens grey colour including clamp for fixing with steel pole complete all as specified and directed by Engr-in-Charge.
Supply and fix Gl pipe 40 mm bore light grade for protection of cable including etc complete for fixing along pipe fixed along pole/laid under the road/laid under the floor complete all as specified and directred by Engr-in-Charge
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m deep for foundation of laying cable including getting out in soft/loose soil complete all as specified and as directed by Engineer-In-Charge.
M & L for sand cushioning in trenches including spreading and consolidation in layers of 8cm thick before laying the cable & 15 cm thick after laying the cable and punned down to form a bed complete all as specified and directed.
Supply and laying sub class 'B' bricks laid dry flat transversely along the length of cable with width equal to the length of bricks over sand cushioning as protection cover of cable laid complete all as specified and as directed by Engineer-In-Charge.
M&L PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation of electric poles/struts etc including necessary form work and fair finish to exposed surfaces without using extra cement, complete all as specified and as directed by Engineer-In-Charge (Volume of poles/struts embedded in concrete shall be deducted)
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