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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC B XI 69 1 GALI NO 3 KRISHNA NAGAR BATALA DISTT GURDASPUR PUNJAB PIN 143505 | BATALA | GURDASPUR | PUNJAB | 143505 | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.5 L+₹3.1 L (9.51%)Rejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹37.0 L+₹4.6 L (14.3%)Rejected-Finance MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹38.1 L+₹5.7 L (17.5%)Rejected-Finance WADHERA STREET SHAHPUR CHOWK PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | L4 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Sandeep Kumar L2 | SANDAN SHARMA GOVT CONTRACTOR L3 | Rajesh Kumar & Assoiciates L1 | M/S RAJESH WADHERA GOVT. CONT. L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil, complete all as specified and as directed. | 3,685 | Sqm | 5 ₹18,425 Lowest | 35 ₹1,28,975 | 25 ₹92,125 | 5 ₹18,425 Lowest |
| 2.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. | 552.75 | Cum | 50 ₹27,637.5 | 150 ₹82,912.5 | 35 ₹19,346.25 | 15 ₹8,291.25 Lowest |
| 3.00 | M&L for Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber rolled with 8 ton to 12 ton power roller incl filling in depression which occurs during rolling, complete all as specified and as directed. | 368.5 | X Sqm | 2,550 ₹9,39,675 | 2,100 ₹7,73,850 | 2,000 ₹7,37,000 Lowest | 2,905 ₹10,70,492.5 |
| 4.00 | M&L rolling and consolidating to required gradient and camber of formation surfaces in cutting of road with 8 ton to 12 ton power roller incl filling in depression which occurs during rolling, complete all as specified and as directed. | 368.5 | X Sqm | 50 ₹18,425 | 100 ₹36,850 | 35 ₹12,897.5 | 25 ₹9,212.5 Lowest |
| 5.00 | M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm thick each layer, with coarse aggregates of limestone, sand stone, flint pr quartzite stone of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), spread,watered, rolled and consolidated to gradient and camber required rolled with 8 ton to 12 ton power roller and consolidated to required gradient and camber, complete all as specified and as directed. | 368.5 | X Sqm | 2,600 ₹9,58,100 | 2,280 ₹8,40,180 | 2,200 ₹8,10,700 Lowest | 2,905 ₹10,70,492.5 |
| 6.00 | M&L for Preparing the newly water bound macadam surface 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 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 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). | 368.5 | X Sqm | 3,200 ₹11,79,200 | 3,900 ₹14,37,150 | 3,100 ₹11,42,350 Lowest | 3,505 ₹12,91,592.5 |
| 7.00 | M&L for continuous brick edging with old size bricks (whole size brick) with width equal to the width of the brick laid dry on end vertically incl. excavation in eart work in any type of soil and removal of surplus soil to a distance n. exc. 50m, complete all as specified and directed. | 1,200 | RM | 80 ₹96,000 Lowest | 100 ₹1,20,000 | 90 ₹1,08,000 | 105 ₹1,26,000 |
| 8.00 | S&F in 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 and all as per sample kept in GE office and as directed by Engr-in-Charge. | 4 | Each | 11,000 ₹44,000 | 10,000 ₹40,000 Lowest | 10,000 ₹40,000 Lowest | 11,005 ₹44,020 |
| 9.00 | 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. | 149.05 | Sqm | 375 ₹55,893.75 Lowest | 420 ₹62,601 | 400 ₹59,620 | 395 ₹58,874.75 |
| 10.00 | S&F in repair Dual directional reflective cat eye of aluminium casted stud 100x100mm having micro cube corner spark glow reflector white/ red/ yellow on side provided with steel zinc plated nail of dia 12mm of length 120mm for fixing to road by hammering etc, complete all as specified and directed. | 90 | Each | 300 ₹27,000 | 340 ₹30,600 | 225 ₹20,250 | 155 ₹13,950 Lowest |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
8 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE PATHANKOT
HQ CWE PATHANKOT
PROVN OF ROADS ALONG THE BOUNDRY PERIMETER OF EW BN UNDER GE (WEST) PATHANKOT
2025_MES_725260_1
CWE/P-50/2025-26
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
₹87,180
Yes
26 Sept 2025
8 Aug 2025
10 Sept 2025
8 Aug 2025
8 Sept 2025
23 Aug 2025
Amount
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil, complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.
M&L for Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber rolled with 8 ton to 12 ton power roller incl filling in depression which occurs during rolling, complete all as specified and as directed.
M&L rolling and consolidating to required gradient and camber of formation surfaces in cutting of road with 8 ton to 12 ton power roller incl filling in depression which occurs during rolling, complete all as specified and as directed.
M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm thick each layer, with coarse aggregates of limestone, sand stone, flint pr quartzite stone of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), spread,watered, rolled and consolidated to gradient and camber required rolled with 8 ton to 12 ton power roller and consolidated to required gradient and camber, complete all as specified and as directed.
M&L for Preparing the newly water bound macadam surface 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 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 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 continuous brick edging with old size bricks (whole size brick) with width equal to the width of the brick laid dry on end vertically incl. excavation in eart work in any type of soil and removal of surplus soil to a distance n. exc. 50m, complete all as specified and directed.
S&F in 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 and all as per sample kept in GE office and as directed by Engr-in-Charge.
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 Dual directional reflective cat eye of aluminium casted stud 100x100mm having micro cube corner spark glow reflector white/ red/ yellow on side provided with steel zinc plated nail of dia 12mm of length 120mm for fixing to road by hammering etc, 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 repair all directional retro-reflective ROUND delineator SHORT made out of 16 gauge MS pipe of outer dia 47 mm and of length 600mm. Delineator stove enamelled and baked to 120 degree celcius or powder coated. Delineator to have 200 mm wide reflective band of colour white and red. Reflective bands protected with welded wire mesh cage embedded in PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate (size of block 30 cm x 30 cm x 30 cm), complete all as specified and directed.
Solar road delineator with 6 LEDs of red/yellow colour housed in plastic body with LEDs, solar-cells, battery and light sensor well protected in polycarbonate sheet; device protected with powder coated wire mesh cage, equipped with solar system mounted over 47mm dia of 16 gauge wall thickness CRC steel tube powder coated of total height 1000mm having sheet foot for firm grip to base. Delineator to have additional reflective bands equipped with solar system workable for 2-3 days (nights) after full charge of 8-10 hours, including excavation in any strata and embedding in PCC 1:3:6 type C-1 of size 30cm x 30cm x 40cm, etc complete all as specified and directed.
Sandeep Kumar (BID ID -3411483)
SANDAN SHARMA GOVT CONTRACTOR (BID ID -3412883)
M/S RAJESH WADHERA GOVT. CONT. (BID ID -3418994)
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