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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 | L-1₹35.9 LAccepted-AOC | L-1 | Accepted-AOC Being lowest and reasonable. | |
| 2 | L-2₹36.1 L+₹25,504.30 (0.71%)Rejected-Finance 1946 KAMAL CINEMA STREET BATHINDA CITY BATHINDA PUNJAB | BATHINDA | BATHINDA | PUNJAB | 151001 | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-3₹38.0 L+₹2.2 L (6.03%)Rejected-Finance | L-3 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-4₹39.3 L+₹3.4 L (9.53%)Rejected-Finance 100 FEET ROAD NEAR POWER HOUSE ROAD CHOWK BATHINDA | BATHINDA | BATHINDA | PUNJAB | L-4 | Rejected-Finance Not being lowest bidder. |
| Sl No | Description | Qty | Unit | JB Infrastructure L4 | M/S SHAKTI BUILDERS L3 | RINKU BROTHERS L2 | BALAJI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for preparing black top surface by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from black top surface with and including Applying evenly a premix /tack coat with bitumen grade VG-10 @ 5.0 Kg per Ten Sqm with and including Supplying and laying Premix Bituminous concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic sensor paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. NOTES :
1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/per kg of binder and no adjustment shall be made on plus side.
2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate.
3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. 4. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work.
5. Payment to contractor in RAR and Final bill shall be made after conducting bitumen extraction test after every laying every 500 units and the cost is deemed to be included in quoted rates by the contractor . During testing any variation occurred in bitumen contents retesting shall be got carried out by contractor at his own arrangments without any extra cost. | 1,155 | Ten Sqm | 3,100 ₹35,80,500 | 3,042 ₹35,13,510 | 2,865 ₹33,09,075 | 2,850 ₹32,91,750 Lowest |
| 2.00 | Material and labour for Repairs to pot holes not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc cutting edges at least 25 mm depth and making good by applying tack coat with bitumen VG-10 @ 5.0 Kg per Ten Sqm, putting in premix bituminous macadam using paving bitumen of grade VG-30 well rammed and sealed with binder @ 9.80 kg mixed with 0.09 cum of stone chippings 6.3 mm size per 10 Sqm and again well rammed including supply of premixed macadam, binder and chipings, depth of pot holes exc. 30mm thick, complete all as specified and directed by Engineer-in- charge. Note as per MORTH Specification:
(i) Loose material and standing water shall be brushed from the area to be repaired.
(ii) Potholes shall be cut to vertical sides and deepened to reach sound material .
(iii) Fill the patch with the granular mix in layers of about 75mm at a time. Each layer shall be compacted with hand rammers or with small vibratory compactors. The patch shall be compacted to the correct shape.
(iv)100% quantity of Pot holes shall be marked and checked by Engineer-in-charge before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work.
(v) Rate quoted by contractor shall deemed to be including of supply of premixed macadam binder and chippings | 5 | Ten Sqm | 3,000 ₹15,000 | 1,000 ₹5,000 Lowest | 2,100 ₹10,500 | 2,000 ₹10,000 |
| 3.00 | Material and Labour for providing and laying Premix Bituminous macadam of consolidated thickness not exceeding 75mm, using paving bitumen binder of grade VG-30 @ and binder content of 3.4 % by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic sensor paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed by Engineer-in-charge.. NOTES :
1. The contractor shall quote the rate against Item considering 3.4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ 50/ per kg of binder and no adjustment shall be made on plus side.
2. The BM shall be covered with top layer / wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. 3. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work
4. Payment to contractor in RAR and Final bill shall be made after conducting bitumen extraction test after every laying every 5 Cum and the cost is deemed to be included in quoted rates by the contractor . During testing any variation occurred in bitumen contents retesting shall be got carried out by contractor at his own arrangments without any extra cost. | 10 | Cum | 6,000 ₹60,000 | 4,500 ₹45,000 Lowest | 5,300 ₹53,000 | 5,200 ₹52,000 |
| 4.00 | Material and labour for 2.5mm thick road marking thermo plastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg /Sqm ) and glass beads @ 250 gm / Sqm confirming to CI No. 803.4 of MoRTH in strips of 100mm / 150 mm width on road surfaces complete all as specified and directed by Engineer-in-Charge. | 457 | Sqm | 320 ₹1,46,240 | 300 ₹1,37,100 Lowest | 310 ₹1,41,670 | 300 ₹1,37,100 Lowest |
| 5.00 | Supply & Fixing in repair solar road stud having 3 LED of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of size 125mm x 125mm or 120mm x 130mm with built in stem of suitable length for fixing with epoxy, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs. complete as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge. | 20 | Each | 1,500 ₹30,000 | 1,000 ₹20,000 Lowest | 1,020 ₹20,400 | 1,000 ₹20,000 Lowest |
| 6.00 | Supply & Fixing in repair two way (dual direction) reflective road cat eye of plastic body of approx dimensions 100mmx 110mm x 20 mm with red / amber / white reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying excessive pressure and additional fixed with 12 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge. | 45 | Each | 135 ₹6,075 | 150 ₹6,750 | 125 ₹5,625 | 120 ₹5,400 Lowest |
| 7.00 | Dismantling of cement concrete (unreinforced) of any description and in any position not otherwise
specifically provided for complete all as specified and as directed by Engineer-in-Charge. | 2 | Cum | 150 ₹300 Lowest | 2,000 ₹4,000 | 520 ₹1,040 | 500 ₹1,000 |
| 8.00 | Material and Labour precast cement concrete type B-1 (1:2:4) as in kerb stone set in CM (1:4) including necessary moulds/ form work etc complete all as specified and as directed by Engineer-in- charge. | 1.5 | Cum | 9,500 ₹14,250 | 6,000 ₹9,000 Lowest | 9,900 ₹14,850 | 10,000 ₹15,000 |
| 9.00 | All as per serial item no.8 here-in- before here-in-before but except kerb stones. Note : kerb stone shall be retrived from serial item no.7.00. | 0.5 | Cum | 3,500 ₹1,750 | 1,000 ₹500 Lowest | 3,100 ₹1,550 | 3,000 ₹1,500 |
| 10.00 | Material & Labour for preparation of old or previously treated plaster or concrete surfaces of any description not otherwise described over 10cm width or girth and applying one coat of pavement / kerb marking paint as per IS:164 complete all as specified and directed by Engineer-in-charge. | 393.86 | Sqm | 90 ₹35,447.4 | 60 ₹23,631.6 | 55 ₹21,662.3 | 50 ₹19,693 Lowest |
Tender Value
₹41.1 L
EMD Value
₹82,500
Closing Date
26 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
CA NO CWE BTD/ TOKEN-72/2024-25 SPL REP OF RD OF RWA RANJIT ENC UNDER GE(S) BTD AT BTD MIL STN (JOB NO 81 SA/BTD/SR (RD) 20/2023-24 ) AGAINST CA NO.CWE BTD-25/2024-2025 ON ACCT OF CANCELATION OF CONTRACT IN TERMS OF CDN 54 OF GEN CDN OF CONTRACTS
2025_MES_716987_1
CWE BTD/TOKEN-72/2024-25
Open Tender
Civil Works - Roads
Item Rate
90 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹500
GE (S) Bathinda
₹82,500
HQ CWE Bathinda
30 Sept 2025
26 Jun 2025
28 Jul 2025
26 Jun 2025
26 Jul 2025
12 Jul 2025
7 Jul 2025
Amount
Material and Labour for preparing black top surface by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from black top surface with and including Applying evenly a premix /tack coat with bitumen grade VG-10 @ 5.0 Kg per Ten Sqm with and including Supplying and laying Premix Bituminous concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic sensor paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. NOTES : 1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/per kg of binder and no adjustment shall be made on plus side. 2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. 3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. 4. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work. 5. Payment to contractor in RAR and Final bill shall be made after conducting bitumen extraction test after every laying every 500 units and the cost is deemed to be included in quoted rates by the contractor . During testing any variation occurred in bitumen contents retesting shall be got carried out by contractor at his own arrangments without any extra cost.
Material and labour for Repairs to pot holes not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc cutting edges at least 25 mm depth and making good by applying tack coat with bitumen VG-10 @ 5.0 Kg per Ten Sqm, putting in premix bituminous macadam using paving bitumen of grade VG-30 well rammed and sealed with binder @ 9.80 kg mixed with 0.09 cum of stone chippings 6.3 mm size per 10 Sqm and again well rammed including supply of premixed macadam, binder and chipings, depth of pot holes exc. 30mm thick, complete all as specified and directed by Engineer-in- charge. Note as per MORTH Specification: (i) Loose material and standing water shall be brushed from the area to be repaired. (ii) Potholes shall be cut to vertical sides and deepened to reach sound material . (iii) Fill the patch with the granular mix in layers of about 75mm at a time. Each layer shall be compacted with hand rammers or with small vibratory compactors. The patch shall be compacted to the correct shape. (iv)100% quantity of Pot holes shall be marked and checked by Engineer-in-charge before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. (v) Rate quoted by contractor shall deemed to be including of supply of premixed macadam binder and chippings
Material and Labour for providing and laying Premix Bituminous macadam of consolidated thickness not exceeding 75mm, using paving bitumen binder of grade VG-30 @ and binder content of 3.4 % by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic sensor paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed by Engineer-in-charge.. NOTES : 1. The contractor shall quote the rate against Item considering 3.4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ 50/ per kg of binder and no adjustment shall be made on plus side. 2. The BM shall be covered with top layer / wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. 3. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work 4. Payment to contractor in RAR and Final bill shall be made after conducting bitumen extraction test after every laying every 5 Cum and the cost is deemed to be included in quoted rates by the contractor . During testing any variation occurred in bitumen contents retesting shall be got carried out by contractor at his own arrangments without any extra cost.
Material and labour for 2.5mm thick road marking thermo plastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg /Sqm ) and glass beads @ 250 gm / Sqm confirming to CI No. 803.4 of MoRTH in strips of 100mm / 150 mm width on road surfaces complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing in repair solar road stud having 3 LED of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of size 125mm x 125mm or 120mm x 130mm with built in stem of suitable length for fixing with epoxy, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs. complete as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply & Fixing in repair two way (dual direction) reflective road cat eye of plastic body of approx dimensions 100mmx 110mm x 20 mm with red / amber / white reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying excessive pressure and additional fixed with 12 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Dismantling of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge.
Material and Labour precast cement concrete type B-1 (1:2:4) as in kerb stone set in CM (1:4) including necessary moulds/ form work etc complete all as specified and as directed by Engineer-in- charge.
All as per serial item no.8 here-in- before here-in-before but except kerb stones. Note : kerb stone shall be retrived from serial item no.7.00.
Material & Labour for preparation of old or previously treated plaster or concrete surfaces of any description not otherwise described over 10cm width or girth and applying one coat of pavement / kerb marking paint as per IS:164 complete all as specified and directed by Engineer-in-charge.
Material & Labour for preparation of new plaster or concrete surfaces of any description not otherwise described over 10cm width or girth and applying one coat of pavement / kerb marking paint as per IS:164 complete all as specified and directed by Engineer-in-charge.
Supply & Fixing in repair Speed Breaker / Heavy Duty Road Hump dual directional of high impact resistant and visibility,reflective arrow ABS plastic body of size 275mm length x 150mm wide x 50mm height having 2 micro prismatic polycarbonate reflectors to one side (04 Nos. on both side) fixed with bolts and adhesve complete all as per manufacturer's instructions and complete all as specified anddirected by Engineer-in-charge..
Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ
RINKU BROTHERS (BID ID -3371634)
M/S SHAKTI BUILDERS (BID ID -3364784)
JB Infrastructure (BID ID -3364195)
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