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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-AOC WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | ₹23.2 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹27.7 LRejected-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹27.7 L | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹28.5 LRejected-Finance | ₹28.5 L | L3 | Rejected-Finance Rejected being L3 bidder |
| Sl No | Description | Qty | Unit | MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS L3 | MANZOOR AHMAD SHEIKH L1 | M/S RATHER CONSTRUCTION CO L2 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces area exc 400 Sqm depth exceeding 50mm but not exc 100mm complete all as specified | 110 | 10 Sqm | 700 ₹77,000 | 120 ₹13,200 | 50 ₹5,500 |
| 2.00 | M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | 110 | 10 Sqm | 2,000 ₹2.2 L | 1,500 ₹1.6 L | 1,000 ₹1.1 L |
| 3.00 | M&L preparation of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc; complete all as specified and directed. | 110 | 10 Sqm | 80 ₹8,800 | 150 ₹16,500 | 100 ₹11,000 |
| 4.00 | M&L for applying evenly paving bitumen a priming/tack coat bituminous primer VG-10 at 10 kg per 10 sq metre complete all as specified and directed. | 110 | 10 Sqm | 200 ₹22,000 | 150 ₹16,500 | 300 ₹33,000 |
| 5.00 | M&L for premix bituminous macadam (consolidated thickness 75mm or less) with binder content 4% by weight of total mix, and using VG-30 rolled with 8 to 12 tonne power road roller and compacted to required camber, gradient complete all as specified and directed. | 119 | Cum | 5,501 ₹6.5 L | 4,000 ₹4.8 L | 6,000 ₹7.1 L |
| 6.00 | M&L laying bituminous premix asphaltic dense concrete 30mm thick consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient of viscosity grade paving bitumen (VG- 30 confirming to IS-73 : 2006) rolled and compacted to required camber and gradient with 8 to 12 tonne power road roller to achieve uniform smooth surfaces complete all as specified and directed by Engineer-in-Charge.
Note for serial item No 05 and 06:- (i) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible and has to maintain the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable.
(ii) Central computerised Hot mix plant of adequate capacity shall be used for heating and mixing of constituents for preparation of bituminous macadam and the same shall be laid with mechanical sensor paver all as specified and directed.
(iii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadam & no separate payment for provision of tack coat for bonding between the bituminous macadam & further bituminous work necessitated due to the time period gap or otherwise shall be made for separately
(iv) The design mix shall be carried out from the Zonal lab/ Govt approved lab/Govt Engr College as approved by GE and design mix shall be got approved by GE before in corporation in the work.
(v) The cost of all the above aspects shall be deemed to be included in the quoted rate of above items. | 380 | 10 Sqm | 3,699 ₹14.1 L | 2,900 ₹11.0 L | 3,300 ₹12.5 L |
| 7.00 | M&L preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc; complete all as specified and directed. | 110 | 10 Sqm | 19 ₹2,090 | 150 ₹16,500 | 50 ₹5,500 |
| 8.00 | M&L applying evenly a priming/tack coat of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @5 kgs /10 sqm on black surfaces complete all as specified and directed by Engr-in-Charge. | 270 | 10 Sqm | 200 ₹54,000 | 150 ₹40,500 | 300 ₹81,000 |
| 9.00 | M&L applying evenly a priming/tack coat of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @3 kgs /10 sqm on black surfaces complete all as specified and directed by Engr-in-charge | 110 | 10 Sqm | 250 ₹27,500 | 150 ₹16,500 | 300 ₹33,000 |
| 10.00 | M&L one coat of painting lines, dashes, arrows, letters, etc. on new or old roads, pavements and the like n. exc 10cm wide with road marking paint, white or golden yellow complete as per the direction of Engr-in-Charge and strictly in accordance to applicator specifications complete all as specified and directed. | 158 | Sqm | 550 ₹86,900 | 700 ₹1.1 L | 600 ₹94,800 |
Updated dates
Tender Value
₹31 L
EMD Value
₹62,000
Closing Date
27 Mar 2026, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS PIN-914133 C/O 56 APO
CWEK/TOKEN-148/864 EWS/2025-26 SPL REPAIRS TO ROADS SURROUNDING A MESS IN ZONE B IN THE AOR OF AGE B/R-II UNDER GE 864 EWS (JOB NO W/SR (ROAD)-07/BB CANTT/2025-26)
2026_MES_754647_1
CWEK/TOKEN-148/864 EWS/2025-26
Open Tender
Civil Works - Roads
180 days
GE 864 EWS
Class D and above and category a (v)
7 documents required · 7 mandatory
₹500
GE 864 EWS
₹62,000
HQ 133 WORKS ENGRS
7 May 2026
27 Feb 2026
4 Apr 2026
27 Feb 2026
27 Mar 2026
14 Mar 2026
27 Feb 2026 - 3 Mar 2026
6 Mar 2026
Scarifying or picking gravelled macadam or bituminous macadam surfaces area exc 400 Sqm depth exceeding 50mm but not exc 100mm complete all as specified
M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
M&L preparation of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc; complete all as specified and directed.
M&L for applying evenly paving bitumen a priming/tack coat bituminous primer VG-10 at 10 kg per 10 sq metre complete all as specified and directed.
M&L for premix bituminous macadam (consolidated thickness 75mm or less) with binder content 4% by weight of total mix, and using VG-30 rolled with 8 to 12 tonne power road roller and compacted to required camber, gradient complete all as specified and directed.
M&L preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc; complete all as specified and directed.
M&L applying evenly a priming/tack coat of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @5 kgs /10 sqm on black surfaces complete all as specified and directed by Engr-in-Charge.
M&L applying evenly a priming/tack coat of viscosity grade paving bitumen VG-10 confirming to IS-73 : 2006 @3 kgs /10 sqm on black surfaces complete all as specified and directed by Engr-in-charge
M&L one coat of painting lines, dashes, arrows, letters, etc. on new or old roads, pavements and the like n. exc 10cm wide with road marking paint, white or golden yellow complete as per the direction of Engr-in-Charge and strictly in accordance to applicator specifications complete all as specified and directed.
Removing spoil (material obtained after scarifying) to a distance exc 100m but n.exc 1000m including necessary loading and unloading complete all as specified and directed.
S&F in repair of metal tubular dealineator 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 directed.
S&F in repair to cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instruction complete all as specified and directed.
S&F in repair of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 Watts one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed
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