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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC PLOT NO 44 SIDDARTH PARK BEHIND ICE FACTORY KODKI ROAD BHUJ PIN 370 001 | BHUJ | KACHCHH | GUJARAT | 370001 | ₹18.5 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹22.8 LRejected-Finance WANIAWAD BHUJ KUTCH PIN 370 001 | KACHCHH | GUJARAT | 370001 | ₹22.8 L | L2 | Rejected-Finance NOT LOWEST BIDDER |
| 3 | L3₹24.3 LRejected-Finance HOUSE NO 6 18 WARD NO 05 HOUSING BOARD COLONY HANUMANGARH JN 335512 RAJ | HANUMANGARH | RAJASTHAN | 335512 | ₹24.3 L | L3 | Rejected-Finance NOT LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s Bombay Novelty Stores L2 | M/S S. SINGH TRADERS L1 | R B INFRABUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50mm but n.exc 100mm deep sqm all as specified. | 275 | TEN SQUARE METRE | 700 ₹1.9 L | 700 ₹1.9 L | 800 ₹2.2 L |
| 2.00 | Screening road metal, chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured) etc. all as specified and directed. | 20.63 | CUBIC METRE | 800 ₹16,504 | 500 ₹10,315 | 900 ₹18,567 |
| 3.00 | M & L for water bound macadam (WBM) 100mm thick (compacted thickness) with granite trap or Basalt coarse aggregate of grading 2 (63mm to 40mm size) spread, rolled and compacted to gradient and camber required all as specified and directed. | 254.37 | TEN SQUARE METRE | 2,000 ₹5.1 L | 1,000 ₹2.5 L | 600 ₹1.5 L |
| 4.00 | All as per item No.3 above but except materials. | 12.38 | TEN SQUARE METRE | 800 ₹9,904 | 400 ₹4,952 | 600 ₹7,428 |
| 5.00 | Supplying and laying premix bituminous concrete 40mm 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 aggregate and VG-30 bitumen in electronic operated 100-120 TPH batch type not mix plant, transporting the hot mix from HMP to work site by tippers and laying with manual mechanical paver finisher and as per approved mix and rolled and compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibrating and tendem roller, complete all as per clause 507 MORTH (5th revision) specifications over and including preparing 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 of Catonic Bitumen Emulsion (RS-1) confirming to IS-8887 @ 2.50 - 3 Kg/Sqm as specified in Table 500-5 of MoRTH specification 2013 using mechanical sprayer complete all as specified and directed. | 275 | TEN SQUARE METRE | 4,600 ₹12.7 L | 3,900 ₹10.7 L | 6,000 ₹16.5 L |
| 5.01Notes:- (i) The contractor shall quote the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per Clause. No. 505.3.3 of MORTH (5th revision) for BC shall be worked out from Govt. Lab /Govt. Engineering College/ CIL/NABL accredited lab 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. (ii) Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. (iii) After spreading 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 tendem roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. (iv) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep. of GE at plant site before incorporation of the same in the work. | ||||||
| 6.00 | Surfacing dressing n exc 15 cm deep complete all as specified. | 284 | SQUARE METRE | 50 ₹14,200 | 100 ₹28,400 | 200 ₹56,800 |
| 7.00 | M & L for hardcore using broken stone or boulders of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface all as specified and directed. | 42.6 | CUBIC METRE | 1,600 ₹68,160 | 1,200 ₹51,120 | 2,000 ₹85,200 |
| 8.00 | M & L for 100mm thick plain cement concrete type D-2 1:4:8 (using 40mm graded aggregate) as in sub base to floor complete all as specified. | 284 | SQUARE METRE | 290 ₹82,360 | 300 ₹85,200 | 400 ₹1.1 L |
| 9.00 | M & L for 100 mm thick cement concrete 1:2:4 type B1 by using 20 mm graded crushed stone aggregate as in floor finishes complete all as specified including necessary formwork. | 284 | SQUARE METRE | 400 ₹1.1 L | 500 ₹1.4 L | 400 ₹1.1 L |
Updated dates
Tender Value
₹19.4 L
EMD Value
₹38,900
Closing Date
26 Feb 2026, 6:00 pmClosed
CWE (AF) BHUJ
CWE (AF) BHUJ KHAVDA ROAD BHUJ KACHCHH PIN 370001
PROVN OF TEMPORARY APPROACH ROAD IN TECHNICAL AREA AT AF STN BHUJ
2026_MES_749981_1
84263/E8
Open Tender
Civil Works - Roads
180 days
BHUJ
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (AF) BHUJ
₹38,900
Yes
23 Mar 2026
24 Jan 2026
2 Mar 2026
24 Jan 2026
26 Feb 2026
7 Feb 2026
M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc 50mm but n.exc 100mm deep sqm all as specified.
Screening road metal, chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured) etc. all as specified and directed.
M & L for water bound macadam (WBM) 100mm thick (compacted thickness) with granite trap or Basalt coarse aggregate of grading 2 (63mm to 40mm size) spread, rolled and compacted to gradient and camber required all as specified and directed.
All as per item No.3 above but except materials.
M & L for providing and laying bituminous premix semi dense asphaltic concrete 40mm consolidated thick with 5.5% binder content using paving bitumen viscosity grade VG-30 by weight of total mix, using mechanical paver & Hot mix plant, rolled and compacted to required gradient and camber by using 8 to 12 tonne capacity power roller including spreading a layer of stone dust / sand over entire surfaces all as specified and directed.
Surfacing dressing n exc 15 cm deep complete all as specified.
M & L for hardcore using broken stone or boulders of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface all as specified and directed.
M & L for 100mm thick plain cement concrete type D-2 1:4:8 (using 40mm graded aggregate) as in sub base to floor complete all as specified.
M & L for 100 mm thick cement concrete 1:2:4 type B1 by using 20 mm graded crushed stone aggregate as in floor finishes complete all as specified including necessary formwork.
M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound of Grade 'B' material, complete all as specified and as directed by the Engr-in-Charge.
Finishing the concrete surface by brooming complete all as specified.
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