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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹52.2 L+₹6.8 L (15.1%)Rejected-Finance | L2 | Rejected-Finance Quoted High Rates | |
| 3 | L3₹55 L+₹9.7 L (21.3%)Rejected-Finance 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L3 | Rejected-Finance Quoted High Rates |
| Sl No | Description | Qty | Unit | Ram Parkash Constructions Pvt. Ltd. L1 | Rudrashiv Enterprises L2 | Ankit Jindal And Company L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to pot holes, not exc 1 square metre each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, on existing road surfaces, and making good applying evenly a tack coat of paving bitumen of grade VG-10 at the rate of 05 Kg per 10 Sqm, putting in premixed bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix, well rammed and sealed with binder 9.8 Kg per 10 sqm, blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed including supply of premixed macadam, binder and chipping, depth of pot holes exc 30mm, complete all as specified and as directed.
Note : Job mix formula of premix bituminous macadam shall be approved by CWE. | 20 | 10 Sqm | 2,700 ₹54,000 | 2,700 ₹54,000 | 2,500 ₹50,000 Lowest |
| 2.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc including sweeping with brooms and finally fanning the cleaned surface free from dust with air compressor through air jet to remove loose dirt etc, and making good applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 5 Kg per 10 Sqm, over paving bituminous macadam complete all as specified and as directed. | 692 | 10 Sqm | 330 ₹2,28,360 | 200 ₹1,38,400 Lowest | 225 ₹1,55,700 |
| 3.00 | 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.
Note : (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 approved Engineering Collage/ 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. | 33 | Cum | 6,000 ₹1,98,000 Lowest | 7,500 ₹2,47,500 | 7,000 ₹2,31,000 |
| 4.00 | 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) 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 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. | 692 | 10 Sqm | 3,400 ₹23,52,800 Lowest | 4,100 ₹28,37,200 | 4,300 ₹29,75,600 |
| 4.01Description of serial item No. 4.00 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 50/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 | ||||||
| 5.00 | M&L for Thermo plastic reflective road marking 2.5 mm thick painting (lines, dashes, arrows, letters etc on new or previously treated road surfaces) with road safety spikeries glass beads (painting material @ 5Kg/Sqm and glass bead @ 250gm/Sqm confirming to CI No 803.4 of MoRTH in strip of 100/150mm wide) including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed. Make: Reliance/Asian/Shalimar. | 340 | Sqm | 495 ₹1,68,300 | 428 ₹1,45,520 | 400 ₹1,36,000 Lowest |
| 6.00 | M&L for Moorum / red bajri in road side berms or paving, rolled and consolidated to required gradient and camber using with 8 to 10 tonne mechanical power road roller including watering as in granular sub base and light wearing surfaces complete all as specified and as directed. | 408 | Cum | 660 ₹2,69,280 Lowest | 800 ₹3,26,400 | 965 ₹3,93,720 |
| 7.00 | S&F delineator with two reflactor made of MS 51mm dia and mounted on oval shape in fiber plate of diamension 302mm x 167mm filled with 02 Nos 100mm dia high reflactive reflectors on both sides along with 02 Nos 70mm x 23mm rectangular reflectors on each sides for excellent reflective in the night hours alloy powder coated and rust resistantheight of dealeneators 1000mm including embedding in plain cement concrete 1:2:4 Type B1 (using 20mm graded crushed stone aggregate) block of size 150x150x300mm deep, including necessary excavation & earthwork, complete all as specified and as directed.
Notes :- (i) Make: DARK EYE/GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez. (ii) Reflectors shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance. | 68 | Each | 918 ₹62,424 | 850 ₹57,800 Lowest | 1,500 ₹1,02,000 |
| 8.00 | S&F road safety Convex Mirror of size 600mm dia made of one piece polycarbonate lens with hood for road turning, intersection, curves, ‘T’ junction, etc, unbreakable & strong, mounted on & including 1.75 metre long vertical pole made out of 50mm bore mild steel medium grade pipe duly powder coated, fixed with adjustable clamp, pole fixed in plain cement concrete 1:2:4 Type B1 (using 20mm graded crushed stone aggregate) block of size 300mmx300mmx300mm deep including necessary excavation & earthwork, complete all as specified and as directed including dismantling of old unserviceable / broken mirror with pole of any type & size.
Make – 3M / Dark Eye / Greenlite / TATA / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez.
Notes: (i) A mild steel base plate of size 250mm x 250mm x 3mm shall be welded at bottom of pole.
(ii) All steel & iron surfaces other than powder coated shall be painted with two coats of synthetic enamel paint of approved tint over a coat of red oxide zinc chrome primer. | 10 | Each | 4,150 ₹41,500 Lowest | 7,500 ₹75,000 | 4,498 ₹44,980 |
| 9.00 | Supply and fixing road cat eye of size 90mm x 110mm x 17mm meeting with ASTM and MoRTH standards with yellow reflector, yellow body colour and two side lens and road stud shall be fixed to road with adhesive confirming to IS, as per manufacturer's instructionscomplete all as specified and as directed.
Notes :- (i) Cat eye shall be of Model “290’ of make ‘3M’ or equivalent of make GREENLITE / DARK EYE / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez.
(ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance. | 170 | Each | 179 ₹30,430 Lowest | 325 ₹55,250 | 300 ₹51,000 |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
15 Jul 2026, 6:00 pmClosed
Col Shery Goel
HQ CWE Bikaner Bikaner Military Station
REPAIR TO ROAD, ROAD FURNITURE, ROAD MARKING PAINT AND OTHER ALLED WORKS AT MIL STN MFFR UNDER AGE(I) MFFR
2026_MES_771038_1
CA No CWE BKN-Token No 10/2026-2027
Open Tender
Civil Works - Roads
Item Rate
150 days
Mahajan
Please refer tender documents
7 documents required · 7 mandatory
₹1,000
AGE (I) MFFR
₹1.1 L
Yes
13 Aug 2026
10 Jun 2026
22 Jul 2026
10 Jun 2026
15 Jul 2026
1 Jul 2026
10 Jun 2026 - 24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for repairs to pot holes, not exc 1 square metre each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, on existing road surfaces, and making good applying evenly a tack coat of paving bitumen of grade VG-10 at the rate of 05 Kg per 10 Sqm, putting in premixed bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix, well rammed and sealed with binder 9.8 Kg per 10 sqm, blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed including supply of premixed macadam, binder and chipping, depth of pot holes exc 30mm, complete all as specified and as directed.
Note : Job mix formula of premix bituminous macadam shall be approved by CWE. | 20 | 10 Sqm | - | - |
| 2 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc including sweeping with brooms and finally fanning the cleaned surface free from dust with air compressor through air jet to remove loose dirt etc, and making good applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 5 Kg per 10 Sqm, over paving bituminous macadam complete all as specified and as directed. | 692 | 10 Sqm | - | - |
| 3 | 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.
Note : (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 approved Engineering Collage/ 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. | 33 | Cum | - | - |
| 4 | 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) 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 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. | 692 | 10 Sqm | - | - |
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