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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC | ₹32.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.7 L+₹34,292.50 (1.06%)Rejected-Finance H NO 282 GREEN CITY II BATHINDA | BATHINDA | PUNJAB | 151001 | ₹32.7 L+₹34,292.50 (1.06%) | L2 | Rejected-Finance L2 |
| 3 | L3₹33.5 L+₹1.1 L (3.31%)Rejected-Finance H NO 21666 POWER HOUSE ROAD STREET NO 9 BATHINDA PB 151001 | BATHINDA | PUNJAB | 151001 | ₹33.5 L+₹1.1 L (3.31%) | L3 | Rejected-Finance L3 |
| 4 | L4₹33.6 L+₹1.2 L (3.80%)Rejected-Finance | ₹33.6 L+₹1.2 L (3.80%) | L4 | Rejected-Finance L4 |
| 5 | L5₹33.7 L+₹1.3 L (4.03%)Rejected-Finance KOHLI NO 17509 GALI KHADDAR BHANDAR WALI BHI WALA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹33.7 L+₹1.3 L (4.03%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s BHUPINDRA ENGINEERING WORKS L5 | SUNRISE ENGINEERS AND CONTRACTOR L3 | M/s Azure Infrastructure Construction Co. L2 | R K GOYAL AND CO L1 | STELLAR PROJECTS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Material & Labour for Repairs to Potholes, not exceeding 1.00 Sqm each, including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc, cutting around edges at least 25 mm thick in depth, making good by applying tack coat with bituminous primer (using paving bitumen grade VG 10) @ 5Kg per 10 Sqm, putting in bituminous premix, 25 mm consolidated thickness with 0.34 Cum of stone chippings mixed with 18.25 Kg of paving bituminous binder (VG-30) per 10 Sqm; well rammed, depth of potholes not exc 30mm, rolled with power road roller of 8 to 12 tonne capacity complete all as specified and as directed by Engineer in Charge.
NOTES :-
(i) Pot holes shall be marked by Engineer-in-charge before commencement of work and same shall be entered in MB after making good and before laying of bituminous premix carpet.
(ii) Cost of bitumen primer for tack coat and premix for filling in potholes shall deem to be included in the quoted rate. | 5 | XSqm | 1,550 ₹7,750 | 1,465 ₹7,325 | 1,000 ₹5,000 Lowest | 1,450 ₹7,250 | 1,525 ₹7,625 |
| 2.00 | Material and labour for providing Premixed sand seal coat with 0.06 cum of coarse sand mixed with 6.8 Kg of bitumen (Paving Bitumen grade VG-30), applied and rammed/rolled to a uniform smooth surface complete all as specified and directed. | 5 | X Sqm | 1,050 ₹5,250 | 965 ₹4,825 | 300 ₹1,500 Lowest | 1,000 ₹5,000 | 1,025 ₹5,125 |
| 3.00 | Material and labour for preparing old black top 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 tack coat with bituminous primer (using paving bitumen grade VG 10) @ 05 Kg per 10 Sqm complete all as specified and directed.
NOTE:- This item shall be executed only before laying of premix bituminous macadam. Cost of paving bitumen shall deem to be included in the quoted rate. | 15.46 | X Sqm | 95 ₹1,468.7 | 65 ₹1,004.9 | 350 ₹5,411 | 50 ₹773 Lowest | 97 ₹1,499.62 |
| 4.00 | Material and labour for Premix bituminous macadam, consolidated thickness 75mm or less, using Paving bitumen (VG-30), binder content @ 4.0% by weight of total mix, and aggregate mixed in a hot mix plant, laid / rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engineer in Charge.
NOTES:-
(i) Hot Mix plant of adequate capacity shall be used for heating and mixing of aggregates and binder and shall be laid in single layer all as specified and directed.
(ii) The design mix shall be carried out from Zonal laboratory / Govt Engineering Colleges / CTL or any E-in-C / MES approved lab as approved by GE before incorporation in work and testing charges shall also be borne by the contractor.
(iii) No extra shall be admissible in case of excess binder content above 4% as specified in description of item. | 11.6 | Cum | 8,000 ₹92,800 Lowest | 8,765 ₹1,01,674 | 8,000 ₹92,800 Lowest | 8,000 ₹92,800 Lowest | 8,100 ₹93,960 |
| 5.00 | Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with compressed air to remove all loose dirt with and including applying evenly a tack coat using paving bitumen VG-10 @ 5 Kg/10Sqm on existing black top surfaces and providing bitumen premix asphaltic semi dense concrete (Design mix) 30 mm thick consolidated thickness with min 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed by Engineer in Charge. Note:- (i) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor.
(ii) Cost of filler is deemed to be included in the quoted unit rate.
(iii) No extra shall be admissible in case of excess binder content above 5.5% as specified in description of item. | 800 | X Sqm | 3,350 ₹26,80,000 | 3,265 ₹26,12,000 Lowest | 3,500 ₹28,00,000 | 3,300 ₹26,40,000 | 3,325 ₹26,60,000 |
| 6.00 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge. | 356 | Sqm | 550 ₹1,95,800 | 665 ₹2,36,740 | 380 ₹1,35,280 Lowest | 480 ₹1,70,880 | 525 ₹1,86,900 |
| 7.00 | Supply and fixing in repairs Solar Road Stud (cat's eye), aluminium alloy shell (100% water proof design); of size 125x125x25mm (shank 65mm) of high efficiency mono crystalline solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600 MA) consisting of super bright LED with 10000 to 18000 mcd completed as per manufacturers instructions etc. complete all as specified and as directed by Engineer in Charge. | 100 | Each | 1,750 ₹1,75,000 | 1,765 ₹1,76,500 | 200 ₹20,000 Lowest | 1,490 ₹1,49,000 | 1,725 ₹1,72,500 |
| 8.00 | Supply and fixing in repairs road stud (cat's eye), reflective type, of metal / alloy body, of size 100mm x 100mm x 20mm with PAMA strip lens reflector, fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed by Engineer in Charge. | 50 | Each | 650 ₹32,500 | 665 ₹33,250 | 500 ₹25,000 | 490 ₹24,500 Lowest | 625 ₹31,250 |
| 9.00 | S&F in repairs metal tubular delineator 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 as directed by Engr-in-charge.
NOTE: Cost of PCC base shall deem to be included in quoted rate. | 20 | Each | 950 ₹19,000 | 965 ₹19,300 | 650 ₹13,000 Lowest | 1,200 ₹24,000 | 1,000 ₹20,000 |
| 10.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer in Charge. | 6.72 | Qtl | 190 ₹1,276.8 | 165 ₹1,108.8 | 500 ₹3,360 | 150 ₹1,008 Lowest | 180 ₹1,209.6 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
27 Aug 2025, 6:00 pmClosed
HQ CWE (AF) Bhisiana
HQ CWE (AF) Bhisiana
REPAIRS TO CERTAIN ROADS /PATHS OF DOMESTIC AREA AND SILVER ARROW COMPLEX AT AF STATION SIRSA
2025_MES_725175_1
CWE(BHI)/SIR-37/2025-26
Open Tender
Civil Works - Roads
Works
180 days
Sirsa
As per tender documents
8 documents required · 8 mandatory
₹500
GE (AF) Sirsa
₹60,000
Yes
23 Sept 2025
8 Aug 2025
29 Aug 2025
8 Aug 2025
27 Aug 2025
22 Aug 2025
8 Aug 2025 - 14 Aug 2025
Amount
Material & Labour for Repairs to Potholes, not exceeding 1.00 Sqm each, including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc, cutting around edges at least 25 mm thick in depth, making good by applying tack coat with bituminous primer (using paving bitumen grade VG 10) @ 5Kg per 10 Sqm, putting in bituminous premix, 25 mm consolidated thickness with 0.34 Cum of stone chippings mixed with 18.25 Kg of paving bituminous binder (VG-30) per 10 Sqm; well rammed, depth of potholes not exc 30mm, rolled with power road roller of 8 to 12 tonne capacity complete all as specified and as directed by Engineer in Charge. NOTES :- (i) Pot holes shall be marked by Engineer-in-charge before commencement of work and same shall be entered in MB after making good and before laying of bituminous premix carpet. (ii) Cost of bitumen primer for tack coat and premix for filling in potholes shall deem to be included in the quoted rate.
Material and labour for providing Premixed sand seal coat with 0.06 cum of coarse sand mixed with 6.8 Kg of bitumen (Paving Bitumen grade VG-30), applied and rammed/rolled to a uniform smooth surface complete all as specified and directed.
Material and labour for preparing old black top 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 tack coat with bituminous primer (using paving bitumen grade VG 10) @ 05 Kg per 10 Sqm complete all as specified and directed. NOTE:- This item shall be executed only before laying of premix bituminous macadam. Cost of paving bitumen shall deem to be included in the quoted rate.
Material and labour for Premix bituminous macadam, consolidated thickness 75mm or less, using Paving bitumen (VG-30), binder content @ 4.0% by weight of total mix, and aggregate mixed in a hot mix plant, laid / rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engineer in Charge. NOTES:- (i) Hot Mix plant of adequate capacity shall be used for heating and mixing of aggregates and binder and shall be laid in single layer all as specified and directed. (ii) The design mix shall be carried out from Zonal laboratory / Govt Engineering Colleges / CTL or any E-in-C / MES approved lab as approved by GE before incorporation in work and testing charges shall also be borne by the contractor. (iii) No extra shall be admissible in case of excess binder content above 4% as specified in description of item.
Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with compressed air to remove all loose dirt with and including applying evenly a tack coat using paving bitumen VG-10 @ 5 Kg/10Sqm on existing black top surfaces and providing bitumen premix asphaltic semi dense concrete (Design mix) 30 mm thick consolidated thickness with min 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed by Engineer in Charge. Note:- (i) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor. (ii) Cost of filler is deemed to be included in the quoted unit rate. (iii) No extra shall be admissible in case of excess binder content above 5.5% as specified in description of item.
Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge.
Supply and fixing in repairs Solar Road Stud (cat's eye), aluminium alloy shell (100% water proof design); of size 125x125x25mm (shank 65mm) of high efficiency mono crystalline solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600 MA) consisting of super bright LED with 10000 to 18000 mcd completed as per manufacturers instructions etc. complete all as specified and as directed by Engineer in Charge.
Supply and fixing in repairs road stud (cat's eye), reflective type, of metal / alloy body, of size 100mm x 100mm x 20mm with PAMA strip lens reflector, fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed by Engineer in Charge.
S&F in repairs metal tubular delineator 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 as directed by Engr-in-charge. NOTE: Cost of PCC base shall deem to be included in quoted rate.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer in Charge.
Supply and Fix mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars barred iron doors, ladders, framed balusters, walkways, railings, framework or water tanks and similar work conforming to Fe290 Gde-E-165 complete all as specified and as directed by Engineer in Charge.
Fixing only mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tanks and similar work complete all as specified and as directed by Engineer in Charge.
Demolition of brickwork, PCC block masonry, stone masonry or boulder masonry built in cement mortar complete all as specified and as directed by Engineer in Charge.
Material and Labour for brickwork with sub class 'B' bricks (old sizes) straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and as directed by Engineer in Charge.
Material and Labour for rendering 15mm thick in CM 1:4 over brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge.
Demolition of cement concrete (un-reinforced) in ground floors and pavings any thickness (below or above ground level) complete all as specified and as directed by Engineer in Charge.
Material and labour for PCC 1:2:4 Type B-1 (using 20 mm graded aggregate) as in surface channel or drains with and including necessary formwork complete all as specified and as directed by Engineer in Charge.
Material and labour for PCC 1:2:4 Type B-0 (using 12.5 mm graded aggregate) as in copings complete all as specified and as directed by Engineer in Charge.
Material and Labour for forming fair finished drain channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by Engineer in Charge.
M/s Azure Infrastructure Construction Co. (BID ID -3405910)
SUNRISE ENGINEERS AND CONTRACTOR (BID ID -3406079)
STELLAR PROJECTS (BID ID -3407719)
M/s BHUPINDRA ENGINEERING WORKS (BID ID -3407695)
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