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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC IKHRAJ PORA JAWAHAR NAGAR SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | L1 | Accepted-AOC Lowest | |
| 2 | L2₹31.4 L+₹1.6 L (5.38%)Rejected-Finance GUDSATHU BUDGAM KASHMIR 191111 J K | BUDGAM | BUDGAM | JAMMU AND KASHMIR | 191111 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹39.0 L+₹9.3 L (31.2%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected being No in WLR of HQ CE NC for QE Jun 2025 |
| Sl No | Description | Qty | Unit | M/S HI-TECH ENGINEERS L3 | M/S SK ATLANTIC ENTERPRISES L1 | JK BUILDERS AND ENGINEERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. | 1,548 | Sqm | 200 ₹3,09,600 | 10 ₹15,480 Lowest | 50 ₹77,400 |
| 2.00 | Rolling and consolidating formation surfaces in cutting with power roller exceeding 10 Tonne and not exceeding 12 Tonne.or using pneumatic power roller with vibratory systems complete all as specified and directed. | 154.8 | XSqm | 230 ₹35,604 | 70 ₹10,836 | 20 ₹3,096 Lowest |
| 3.00 | Soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for 150mm thick spread thickness with power roller exceeding 10 Tonne and not exceeding 12 Tonne.or using pneumatic power roller with vibratory systems complete all as specified and directed. | 154.8 | XSqm | 2,100 ₹3,25,080 | 2,100 ₹3,25,080 | 2,000 ₹3,09,600 Lowest |
| 4.00 | 150mm thick in two layers (each 75mm thick layer) (compacted thickness) water bound macadam with coarse aggregate (Granite, trap or basalt) of grading-3 (50mm to 20mm size) blinded with stone screening type ‘A’ spread, rolled with 10 to 12 tonne power road roller or using pneumatic power roller with vibratory systems, hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed. | 154.8 | XSqm | 3,900 ₹6,03,720 | 2,600 ₹4,02,480 | 2,000 ₹3,09,600 Lowest |
| 5.00 | M&L preparing of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen of grade VG-10 @ 10 kg per 10 Sqm of road surface and laying rolling consolidating bituminous premix ashpaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix using bitumen of grade VG-30 rolled and compacted to required camber and gradient complete and rolling to uniform smooth surface with 10 to 12 ton power road roller or using pneumatic power roller with vibratory systems complete all as specified and directed.
Notes :
(i) Job mix formula shall be approved by GE
(ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used.
(iii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as directed by GE.
(iv) The Contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, incase of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen. | 154.8 | XSqm | 4,500 ₹6,96,600 | 3,850 ₹5,95,980 Lowest | 4,200 ₹6,50,160 |
| 6.00 | M&L pre-cast cement concrete kerb blocks machine made using cement concrete (1:2:4) type B1 of size 300mmx100mmx200mm (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 on side of roads including necessary excavation and embedding in ground to the required depth as directed and temping around after filling earth and removing surplus soil to a distance not exceeding 50m complete all as specified and directed. | 15.48 | Cum | 9,800 ₹1,51,704 | 8,000 ₹1,23,840 Lowest | 9,000 ₹1,39,320 |
| 7.00 | M&L preparing old/ existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen of grade VG-10 at the rate of 05 Kgs per 10sqm of road surface and providing 40mm thick (consolidated thickness) semi dense asphaltic concrete with 5.5% of binder by weight of total mix using bitumen of grade VG-30, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 10 to 12 Tonne power road roller complete all as specified and directed.
Notes :
(i) Job mix formula shall be approved by GE
(ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used.
(iii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as directed by GE.
(iv) The Contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, incase of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen. | 232.2 | XSqm | 4,300 ₹9,98,460 | 3,800 ₹8,82,360 Lowest | 4,200 ₹9,75,240 |
| 8.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and not exceeding 50mm in deep complete all as specified and directed. | 10 | XSqm | 500 ₹5,000 | 30 ₹300 | 10 ₹100 Lowest |
| 9.00 | M&L premixed bituminous, macadam using 4% binder content of paving bitumen of grade VG-30 by weight of total mix (consolidated thickness 75mm or less) laid with using mechanical paver and compacted to required gradient and camber, complete all as specified and directed.
Notes :
(i) Premixed bituminous macadam shall be laid usinf self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Mix Design procedure contained in the Asphalt institute Manual MS-2 (Sith Edition) as reffered in case 3.5.3 of IRC 111: 2009. The adjustment in rate shall be priced at the rate of Rs.60.00 per Kg of bitumen. | 65.92 | Cum | 8,500 ₹5,60,320 | 6,900 ₹4,54,848 Lowest | 7,000 ₹4,61,440 |
| 10.00 | M&L preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the line not exceeding 10cm wide on roads pavement with hot applied thermoplastic road marking paint of approved white or golden yellow colour confirming to BS 3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and directed. | 154.8 | Sqm | 450 ₹69,660 Lowest | 550 ₹85,140 | 600 ₹92,880 |
Tender Value
₹42.3 L
EMD Value
₹84,580
Closing Date
10 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col P Canon Anal CWE
HQ 134 WE C/o 56 APO PIN-914134
Widening resurfacing of existing road from P 153 to post no 19 at Sharifabad Mil Stn under AGE (I) CIF (K)
2025_MES_730847_1
134WE-70(T)/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
AGE (I) CIF (K)
As per tender documents
8 documents required · 8 mandatory
₹500
AGE (I) CIF (K)
₹84,580
27 Nov 2025
13 Sept 2025
13 Oct 2025
13 Sept 2025
10 Oct 2025
27 Sept 2025
13 Sept 2025 - 20 Sept 2025
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller exceeding 10 Tonne and not exceeding 12 Tonne.or using pneumatic power roller with vibratory systems complete all as specified and directed.
Soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for 150mm thick spread thickness with power roller exceeding 10 Tonne and not exceeding 12 Tonne.or using pneumatic power roller with vibratory systems complete all as specified and directed.
150mm thick in two layers (each 75mm thick layer) (compacted thickness) water bound macadam with coarse aggregate (Granite, trap or basalt) of grading-3 (50mm to 20mm size) blinded with stone screening type ‘A’ spread, rolled with 10 to 12 tonne power road roller or using pneumatic power roller with vibratory systems, hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.
M&L preparing of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen of grade VG-10 @ 10 kg per 10 Sqm of road surface and laying rolling consolidating bituminous premix ashpaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix using bitumen of grade VG-30 rolled and compacted to required camber and gradient complete and rolling to uniform smooth surface with 10 to 12 ton power road roller or using pneumatic power roller with vibratory systems complete all as specified and directed. Notes : (i) Job mix formula shall be approved by GE (ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used. (iii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as directed by GE. (iv) The Contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, incase of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen.
M&L pre-cast cement concrete kerb blocks machine made using cement concrete (1:2:4) type B1 of size 300mmx100mmx200mm (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 on side of roads including necessary excavation and embedding in ground to the required depth as directed and temping around after filling earth and removing surplus soil to a distance not exceeding 50m complete all as specified and directed.
M&L preparing old/ existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of paving bitumen of grade VG-10 at the rate of 05 Kgs per 10sqm of road surface and providing 40mm thick (consolidated thickness) semi dense asphaltic concrete with 5.5% of binder by weight of total mix using bitumen of grade VG-30, mixed in hot mix plant, laid, rolled and compacted to required camber and gradient with 10 to 12 Tonne power road roller complete all as specified and directed. Notes : (i) Job mix formula shall be approved by GE (ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used. (iii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as directed by GE. (iv) The Contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, incase of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and not exceeding 50mm in deep complete all as specified and directed.
M&L premixed bituminous, macadam using 4% binder content of paving bitumen of grade VG-30 by weight of total mix (consolidated thickness 75mm or less) laid with using mechanical paver and compacted to required gradient and camber, complete all as specified and directed. Notes : (i) Premixed bituminous macadam shall be laid usinf self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Mix Design procedure contained in the Asphalt institute Manual MS-2 (Sith Edition) as reffered in case 3.5.3 of IRC 111: 2009. The adjustment in rate shall be priced at the rate of Rs.60.00 per Kg of bitumen.
M&L preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the line not exceeding 10cm wide on roads pavement with hot applied thermoplastic road marking paint of approved white or golden yellow colour confirming to BS 3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and directed.
Removing surplus excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Supply and fixing metal tubular delineators made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PAMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastometer 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 (150 X 150 X 300mm) type B1 complete all specififed and directed.
S&F Solar road stud 125x125x25 mm , Made from Aluminium alloy and construction. Solar powered by nionocrystal solar panel. Type of battery. One high capacity Ni-Cd rechargeable battery. View Distance approximate 1000 mtrs. LEDs-010mm, 3 pieces each side and total 6 pieces are used for high brightness of different colours battery back - up - 12 hours of continuous lighting at night . Available in colour Red, Amber, Green complete all as specified and directed.
JK BUILDERS AND ENGINEERS (BID ID -3441416)
M/S HI-TECH ENGINEERS (BID ID -3440727)
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