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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAdmitted-Finance KHASRA NO 716 POONIYON KI DHANI MEULASAR NAGAUR RAJ 341506 | NAGAUR | RAJASTHAN | 341506 | L1 | Admitted-Finance | |
| 2 | L2₹43.8 L+₹83,648.50 (1.95%)Admitted-Finance 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L2 | Admitted-Finance | |
| 3 | L3₹51.9 L+₹8.9 L (20.8%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rudrashiv Enterprises L3 | M/S SHRI RAM CONSTRUCTIONS L1 | ANKIT JINDAL AND COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MaRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism and Providing and laying spreading 30mm thick (consolidated thickness) of Premix Bituminous Concrete with crushed aggregates of grading 2 as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing with electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work at site by tippers and laying, spreading uniformly by means of hydrostatic paver finisher and rolling and consolidating to the required gradient and camber 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 : (i) Catonic bitumen emulsion for premix/tack coat and Paving bitumen of Grade VG-30 for Bituminous Concrete shall be used and procured by the contractor under his own arrangement and at his own cost. (ii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying bituminous concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand, cement etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. | 198.42 | 10 Sqm | 2,700 ₹5,35,734 Lowest | 3,000 ₹5,95,260 | 2,880 ₹5,71,449.6 |
| 1.01Description of serial item No. 1.00 contd…) (iii) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor. (iv) 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 MNIT Jaipur/ MBM Jodhpur/ Govt Engineering College/ CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Department and the same be submitted to the Accepting Officer for approval. Any variation in binder content on Minus side shall be adjusted @ Rs 42/Kg of binder and no adjustment shall be made on Plus side. (v) 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. (vi) Cost of filler i.e cement, lime etc is deemed to be included in quoted rates. (vii) Job mix formula shall be approved by CWE | ||||||
| 2.00 | M&L for applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MoRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism complete all as per Clause 507 MORTH (5th Rev) specification for road and bridge works 2013 and as specified and directed. | 138.89 | 10 Sqm | 170 ₹23,611.3 Lowest | 200 ₹27,778 | 290 ₹40,278.1 |
| 3.00 | M&L for applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MoRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism and M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing with electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work at site by tippers and laying, spreading uniformly by means of hydrostatic paver finisher and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) 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. | 79.37 | Cum | 5,700 ₹4,52,409 | 5,800 ₹4,60,346 | 4,800 ₹3,80,976 Lowest |
| 3.01Note : (i) The contractor shall quote the rate against item considering 4% VG-30 bitumen content. Job Mix Formula as per CIause No. 505.3.3 of MoRTH (5th Rev) for BM shall be worked out from MNIT Jaipur/MBM Jodhpur/ Govt Engineering Collage/Lab/ CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Department and same be submitted to the Accepting Officer for approval. Any variation in binder content on Minus side shall be adjusted @ 42/Kg of binder and no adjustment shall be made on Plus side. (ii) The bituminous macadam (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. (iii) Job mix formula shall be approved by CWE | ||||||
| 4.00 | M&L for preparing bituminous surfaces of road and marking 2mm thick centre lines, stop lines, dashes, arrows, letters etc. and the like not exceeding 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 and confirming to IRC:35 and MoRTH Specifications, Clause 803. | 70.2 | Sqm | 447 ₹31,379.4 | 370 ₹25,974 Lowest | 390 ₹27,378 |
| 5.00 | S&F Solar road Stud of size 125mm x 125mm x 25mm (shank 65mm), aluminium alloy shell, electronically operated automatically turns ON at night and turns OFF at day, high efficiency mono crystalline solar panel 2.4 V / 0.3 Watt, one Ni-Mh or Ni-Cd rechargeable battery (1.2 V / 1600 MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000m, flash rate 2 Hz, capable to withstand weight upto 10 tonne, unbreakable poly carbonate clear facing designed for maintenance free operation, 100% water proof design according to IP-65, Red or Amber colour, complete all as specified and as directed including dismantling and taking out old unserviceable / broken solar road stud of any type.
Notes :- (i) Solar Stud shall be of Model “DA 110 (DHRUV)’ of make ‘DARK EYE’ or equivalent makes out of makes specified in list of makes.
(ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance. | 72 | Each | 470 ₹33,840 Lowest | 1,850 ₹1,33,200 | 1,580 ₹1,13,760 |
| 6.00 | S&F High Intensity Prismatic (HIP) grade retro reflective sheet in approved colour, cutting precisely in required shape & size, pasting on old/new stainless steel/mild steel/fiber sheet of sign board including removal of old unserviceable sheet where required and preparation of surfaces as per manufacturer's instructions complete all as specified and as directed.
Make: 3M (HIP) Series 3930 or equivalent makes out of makes specified in list of makes. | 4 | Sqm | 1,370 ₹5,480 | 800 ₹3,200 Lowest | 2,890 ₹11,560 |
| 7.00 | M&L for providing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature ( where ever required) and fitting the same with necessary stainless steel nuts, bolts complete including fixing the railing with necessary accessories & stainless steel dash fastners, stainless steel bolts etc of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed. | 200 | Kg | 327 ₹65,400 Lowest | 540 ₹1,08,000 | 340 ₹68,000 |
| 8.00 | Dismantling of stone slabs/chequered tiles of any thickness, laid dry as in floors/aprons/path/hardstanding complete all as specified and as directed. | 108.2 | 10 Sqm | 297 ₹32,135.4 | 90 ₹9,738 Lowest | 790 ₹85,478 |
Tender Value
₹46.7 L
EMD Value
₹93,400
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Col Shery Goel
HQ CWE Bikaner Bikaner Military Station
SPECIAL REPAIR TO ROADS ALONGWITH FOOTPATH AT ARMED REGT AND SPL REPAIR TO STONE SET PATH FOR TANK CROSSING AND ROAD FURNITURE AT SURATGARH MIL ST
2026_MES_755045_1
CA No CWE BKN-Token No 102/2025-2026
Open Tender
Civil Works
Item Rate
120 days
Suratgarh
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (A) Suratgarh
₹93,400
Yes
9 Apr 2026
3 Mar 2026
1 Apr 2026
3 Mar 2026
24 Mar 2026
17 Mar 2026
3 Mar 2026 - 10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MaRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism and Providing and laying spreading 30mm thick (consolidated thickness) of Premix Bituminous Concrete with crushed aggregates of grading 2 as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing with electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work at site by tippers and laying, spreading uniformly by means of hydrostatic paver finisher and rolling and consolidating to the required gradient and camber 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 : (i) Catonic bitumen emulsion for premix/tack coat and Paving bitumen of Grade VG-30 for Bituminous Concrete shall be used and procured by the contractor under his own arrangement and at his own cost. (ii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying bituminous concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand, cement etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. | 198.42 | 10 Sqm | - | - |
| 1.01 | Description of serial item No. 1.00 contd…)
(iii) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor. (iv) 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 MNIT Jaipur/ MBM Jodhpur/ Govt Engineering College/ CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Department and the same be submitted to the Accepting Officer for approval. Any variation in binder content on Minus side shall be adjusted @ Rs 42/Kg of binder and no adjustment shall be made on Plus side. (v) 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. (vi) Cost of filler i.e cement, lime etc is deemed to be included in quoted rates. (vii) Job mix formula shall be approved by CWE | - | - | - | - |
| 2 | M&L for applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MoRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism complete all as per Clause 507 MORTH (5th Rev) specification for road and bridge works 2013 and as specified and directed. | 138.89 | 10 Sqm | - | - |
| 3 | M&L for applying evenly a premix/tack coat of catonic bitumen Emulsion (RS-1) confirming to IS:18887 at the rate of 0.20 to 0.30 Kg per Sqm on bituminous road surface as specified in Table 500-5 of MoRTH specification for road and bridge work 2013, by sprayer operated on hot pressure mechanism and M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing with electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work at site by tippers and laying, spreading uniformly by means of hydrostatic paver finisher and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) 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. | 79.37 | Cum | - | - |
| 4 | M&L for preparing bituminous surfaces of road and marking 2mm thick centre lines, stop lines, dashes, arrows, letters etc. and the like not exceeding 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 and confirming to IRC:35 and MoRTH Specifications, Clause 803. | 70.2 | Sqm | - | - |
| 5 | S&F Solar road Stud of size 125mm x 125mm x 25mm (shank 65mm), aluminium alloy shell, electronically operated automatically turns ON at night and turns OFF at day, high efficiency mono crystalline solar panel 2.4 V / 0.3 Watt, one Ni-Mh or Ni-Cd rechargeable battery (1.2 V / 1600 MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000m, flash rate 2 Hz, capable to withstand weight upto 10 tonne, unbreakable poly carbonate clear facing designed for maintenance free operation, 100% water proof design according to IP-65, Red or Amber colour, complete all as specified and as directed including dismantling and taking out old unserviceable / broken solar road stud of any type.
Notes :- (i) Solar Stud shall be of Model “DA 110 (DHRUV)’ of make ‘DARK EYE’ or equivalent makes out of makes specified in list of makes.
(ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance. | 72 | Each | - | - |
| 6 | S&F High Intensity Prismatic (HIP) grade retro reflective sheet in approved colour, cutting precisely in required shape & size, pasting on old/new stainless steel/mild steel/fiber sheet of sign board including removal of old unserviceable sheet where required and preparation of surfaces as per manufacturer's instructions complete all as specified and as directed.
Make: 3M (HIP) Series 3930 or equivalent makes out of makes specified in list of makes. | 4 | Sqm | - | - |
| 7 | M&L for providing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature ( where ever required) and fitting the same with necessary stainless steel nuts, bolts complete including fixing the railing with necessary accessories & stainless steel dash fastners, stainless steel bolts etc of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed. | 200 | Kg | - | - |
| 8 | Dismantling of stone slabs/chequered tiles of any thickness, laid dry as in floors/aprons/path/hardstanding complete all as specified and as directed. | 108.2 | 10 Sqm | - | - |
| 9 | M&L for 75 mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed. | 1,754 | Sqm | - | - |
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