Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.6 L+₹89,985 (6.10%)Rejected-Finance MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹16.0 L+₹1.2 L (8.19%)Rejected-Finance WADHERA STREET SHAHPUR CHOWK PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹19.5 L+₹4.8 L (32.3%)Rejected-Finance 2 16 AJEET GANJ II BABUPURWA KANPUR KANPUR NAGAR UTTAR PRADESH 208011 | KANPUR NAGAR | UTTAR PRADESH | 208011 | L4 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Sandeep Kumar L1 | KUMAR TRADING CO L4 | SANDAN SHARMA GOVT CONTRACTOR L2 | M/S RAJESH WADHERA GOVT. CONT. L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sqm, (depth exc 50mm but n.exc. 100mm deep) including stacking use able materials for re-use and removing rubbish to a distance n. exc. 50m, complete all as specified and directed. | 15 | 10Sqm | 25 ₹375 | 80 ₹1,200 | 150 ₹2,250 | 15 ₹225 Lowest |
| 2.00 | M&L 75 mm thick (avg compacted thickness) WBM in one layer with coarse aggregate of grading 2 (Limestone, Sand stone, Flint or Quartzite of 63 to 40 mm size) or grading 03(50 to 20mm size) spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller, complete all as specified and directed. | 15 | 10Sqm | 1,000 ₹15,000 Lowest | 1,200 ₹18,000 | 1,250 ₹18,750 | 2,205 ₹33,075 |
| 3.00 | M&L for Preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg / 10 Sqm and bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified.
Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer). | 15 | 10Sqm | 3,200 ₹48,000 | 2,900 ₹43,500 Lowest | 3,600 ₹54,000 | 3,605 ₹54,075 |
| 4.00 | M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm on road surface for laying bituminous macadam, complete all as specified and directed. | 23 | 10Sqm | 200 ₹4,600 Lowest | 450 ₹10,350 | 270 ₹6,210 | 225 ₹5,175 |
| 5.00 | M&L for premixed bituminous macadam (design mix) with 4 % of binder content by weight of total mix using paving bitumen VG-30 mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient (consolidated thickness 75 mm or less) with 8 to 12 tonne power roller to required compaction, complete all as specified and directed. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 4% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer). | 11.5 | Cum | 6,200 ₹71,300 | 7,500 ₹86,250 | 6,800 ₹78,200 | 6,005 ₹69,057.5 Lowest |
| 6.00 | M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm and bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified.
Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer). | 365 | 10Sqm | 2,600 ₹9,49,000 Lowest | 2,800 ₹10,22,000 | 2,840 ₹10,36,600 | 2,605 ₹9,50,825 |
| 7.00 | M&L of new/ old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick for longer durability with 8% glass beads using special applicator machine with heating arrangement upto 160 degree celcius. Paint material shall be conforming to Ministry of surface transport (MOST) specification 803.4 Vol - I as laid down in specification of road / bridge work "third revision" after cleaning surfaces, complete all as specified and directed. | 160 | Sqm | 375 ₹60,000 Lowest | 450 ₹72,000 | 450 ₹72,000 | 405 ₹64,800 |
| 8.00 | S&F in repair solar cat eye alunimum alloy shall (100% water proofing design according to IS) of size 125mm x 125mm of high efficiency monocrystalline solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 MCD complete all as per manufactures instructions, complete all as specified and directed. | 75 | Each | 1,200 ₹90,000 | 1,500 ₹1,12,500 | 1,250 ₹93,750 | 995 ₹74,625 Lowest |
| 9.00 | S&F in replacement factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1200 x 800 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, taking out old boards (any type and size) all as per sample kept in GE office and as directed by Engr-in-Charge. | 15 | Each Job | 8,000 ₹1,20,000 | 16,000 ₹2,40,000 | 6,000 ₹90,000 Lowest | 12,005 ₹1,80,075 |
| 10.00 | S&F in replacement factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1500 x 900 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, taking out old boards (any type and size) all as per sample kept in GE office and as directed by Engr-in-Charge. | 9 | Each Job | 9,000 ₹81,000 | 31,000 ₹2,79,000 | 7,500 ₹67,500 Lowest | 12,005 ₹1,08,045 |
Tender Value
₹17.5 L
EMD Value
₹35,000
Closing Date
19 Jun 2025, 6:00 pmClosed
CWE PATAHNKOT
HQ CWE PATAHNKOT
SPECIAL REPAIR TO ROAD UNDER AGE B/R I UNDER GE (WEST) PATHANKOT
2025_MES_709226_1
CWE/P-16/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
GE WEST PATHANKOT
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE WEST PATHANKOT
₹35,000
Yes
6 Aug 2025
20 May 2025
21 Jun 2025
20 May 2025
19 Jun 2025
4 Jun 2025
Amount
M&L Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sqm, (depth exc 50mm but n.exc. 100mm deep) including stacking use able materials for re-use and removing rubbish to a distance n. exc. 50m, complete all as specified and directed.
M&L 75 mm thick (avg compacted thickness) WBM in one layer with coarse aggregate of grading 2 (Limestone, Sand stone, Flint or Quartzite of 63 to 40 mm size) or grading 03(50 to 20mm size) spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller, complete all as specified and directed.
M&L for Preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg / 10 Sqm and bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer).
M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm on road surface for laying bituminous macadam, complete all as specified and directed.
M&L for premixed bituminous macadam (design mix) with 4 % of binder content by weight of total mix using paving bitumen VG-30 mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient (consolidated thickness 75 mm or less) with 8 to 12 tonne power roller to required compaction, complete all as specified and directed. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 4% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer).
M&L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg / 10 Sqm and bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer).
M&L of new/ old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick for longer durability with 8% glass beads using special applicator machine with heating arrangement upto 160 degree celcius. Paint material shall be conforming to Ministry of surface transport (MOST) specification 803.4 Vol - I as laid down in specification of road / bridge work "third revision" after cleaning surfaces, complete all as specified and directed.
S&F in repair solar cat eye alunimum alloy shall (100% water proofing design according to IS) of size 125mm x 125mm of high efficiency monocrystalline solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 MCD complete all as per manufactures instructions, complete all as specified and directed.
S&F in replacement factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1200 x 800 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, taking out old boards (any type and size) all as per sample kept in GE office and as directed by Engr-in-Charge.
S&F in replacement factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1500 x 900 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, taking out old boards (any type and size) all as per sample kept in GE office and as directed by Engr-in-Charge.
S&F in repair for 80cm dia traffic convex mirror made from single piece polycarbonate sheet not less than 2 mm thick mounted on PVC frame and fixed on 50mm bore 2.25m high stainless steel pipe (wall thickness 1.6mm) embedded in PCC 30cmx30cmx45cm deep below ground of mix 1:3:6 type C-1 including necessary earthwork/ excavation etc complete all as specified and directed.
Notes: The Schedule of Credit amount shall be deducted from the total of this schedule (BoQ) to arrive at Contract Sum.
SANDAN SHARMA GOVT CONTRACTOR (BID ID -3320943)
M/S RAJESH WADHERA GOVT. CONT. (BID ID -3328989)
KUMAR TRADING CO (BID ID -3320745)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .