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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | ₹12.2 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance OTHER THAN L1 |
| 3 | L3₹14.8 CrRejected-Finance | ₹14.8 Cr | L3 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | M/S J K BITUMIN HOT MIX AND WETMIX PLANT L1 | Tawi Enterprises L3 | M/S KARAN SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed by Engr-in- Charge. | 1,087.28 | Sqm | 70 ₹76,109.60 | 1,10,000 ₹12.0 Cr | 80 ₹86,982.40 |
| 2.00 | Removing surplus excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above starting point. Complete all as specified. | 163.09 | CUM | 300 ₹48,927 | 75,000 ₹1.2 Cr | 310 ₹50,557.90 |
| 3.00 | Material and labour for forming embankment including raising (or lowering) earth spreading in layers not exc 30cm thick, watering ramming/rolling and finishing to required size, complete all as specified and as directed by Engineer-in-Charge. Note :- Shape etc not exc 1.5 m high from base. | 57 | CUM | 150 ₹8,550 | 45,000 ₹25.6 L | 175 ₹9,975 |
| 4.00 | Rolling and consolidating formation surfaces with 8 to 12 tonne power roller incl filling in soft spots hollow and depression etc which occurs during rolling for portion coming on cutting/original ground only to required level gradient or camber etc including watering before or during rolling, complete all as specified and as directed by Engineer-in-Charge. | 72.82 | 10 SQM | 26 ₹1,893.32 | 38,900 ₹28.3 L | 30 ₹2,184.60 |
| 5.00 | M&L for soling 150mm thick soling (or sub base) with broken boulder or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed. | 72.82 | 10 SQM | 2,500 ₹1.8 L | 26,200 ₹19.1 L | 2,600 ₹1.9 L |
| 6.00 | M&L for 150mm thick (compacted thickness) of 75 mm each in two layers) WBM in one layer with coarse aggregate of grading 2 (63 to 40 mm size) aggregte lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed. | 72.82 | 10 SQM | 3,200 ₹2.3 L | 26,200 ₹19.1 L | 3,300 ₹2.4 L |
| 7.00 | M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with a brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed. | 72.82 | 10 SQM | 350 ₹25,487 | 16,500 ₹12.0 L | 360 ₹26,215.20 |
| 8.00 | M&L for Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving Bitumen of grade VG-10, complete all as specified and directed. | 72.82 | 10 SQM | 515 ₹37,502.30 | 16,500 ₹12.0 L | 550 ₹40,051 |
| 9.00 | M&L for bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with paving bitumen of grade VG-30, 5.5 % binder content by weight of total mix, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient, complete all as specified and directed. | 72.82 | 10 SQM | 4,500 ₹3.3 L | 10,900 ₹7.9 L | 4,600 ₹3.3 L |
| 10.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed complete all as specified and as directed by Engineer-in-Charge.
Note. Thermo plastic road marking paint shall be of make Aisan/ STP Ltd./Road Navigator | 392 | RM | 80 ₹31,360 | 9,500 ₹37.2 L | 100 ₹39,200 |
Tender Value
₹13.5 Cr
EMD Value
₹27,100
Closing Date
2 Jul 2025, 9:00 amClosed
Anurag Anand DCWE
HQ 135 WKS ENGRS
PROVN OF ROAD NEAR POST NO 03 AT RAKHMUTHI UNDER GE (S) AKHNOOR
2025_MES_712609_1
CWE/JA-09/2025-26
Open Tender
Civil Works - Roads
180 days
AKHNOOR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE SOUTH AKHNOOR
₹27,100
Yes
17 Jan 2026
5 Jun 2025
10 Jul 2025
5 Jun 2025
2 Jul 2025
18 Jun 2025
Amount
Surface excavation not exc 30cm and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed by Engr-in- Charge.
Removing surplus excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above starting point. Complete all as specified.
Material and labour for forming embankment including raising (or lowering) earth spreading in layers not exc 30cm thick, watering ramming/rolling and finishing to required size, complete all as specified and as directed by Engineer-in-Charge. Note :- Shape etc not exc 1.5 m high from base.
Rolling and consolidating formation surfaces with 8 to 12 tonne power roller incl filling in soft spots hollow and depression etc which occurs during rolling for portion coming on cutting/original ground only to required level gradient or camber etc including watering before or during rolling, complete all as specified and as directed by Engineer-in-Charge.
M&L for soling 150mm thick soling (or sub base) with broken boulder or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.
M&L for 150mm thick (compacted thickness) of 75 mm each in two layers) WBM in one layer with coarse aggregate of grading 2 (63 to 40 mm size) aggregte lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed.
M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with a brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed.
M&L for Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving Bitumen of grade VG-10, complete all as specified and directed.
M&L for bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with paving bitumen of grade VG-30, 5.5 % binder content by weight of total mix, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient, complete all as specified and directed.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed complete all as specified and as directed by Engineer-in-Charge. Note. Thermo plastic road marking paint shall be of make Aisan/ STP Ltd./Road Navigator
Material and labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including necessary excavation making drainage opening wherever required complete all as specified and as directed by Engineer-in-Charge.
M&L for RCC hume spun pipe 450mm dia type NP2 cuvert of 7.50 mtr length PCC 1:3:6 in foundation, brick with sub class B bricks in cm 1:4 in any type of soil etc complete all as specified and as shown in drg No CEUZ/TD-1293/08 Sheet 2/2.
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.00 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed. Make:Dark Eye/Sinor/Green Lite
Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
Supply only Paving Bitumen grade VG-30. ( For Price adjustment in Job Mix Formula) Rate is ₹ 60 for per Kg.
Note:- Deduction for Schedule of credit (Sch 'A' Part-II) to be made of ₹ 0.00 from the total quoted amount of BOQ while accepting the bid. Details of schedule of credit is given in tender documents.
M/S KARAN SINGH CONTRACTOR (BID ID -3343499)
Tawi Enterprises (BID ID -3339186)
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