Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAccepted-AOC FLAT NO 441 G F LIG FLATS PH 2 SECTOR 14 PKT 03 DWARKA NEW DELHI 110078 | NEW DELHI | NEW DELHI | DELHI | 110078 | ₹25.2 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹25.8 LRejected-Finance A 128 GOVINDPURAM GAZIABAD UTTAR PRADESH 201013 | GHAZIABAD | UTTAR PRADESH | 201013 | ₹25.8 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹29.1 LRejected-Finance 0 GOPALPUR TERASI BHAGALPUR BIHAR 853204 | BHAGALPUR | BIHAR | 853204 | ₹29.1 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹31.1 LRejected-Finance H NO 13149 STREET NO 3 SHIV COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹31.1 L | L4 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | s r enterprises L3 | VERMA CONSTRUCTION CO L4 | M/S MRIGASYA INFRA L2 | OMVIN ENTERPRISES LLP L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | M& L for Scarifying or picking gravelled ,macadam or bituminous macdam surface in area exc 400 sqm and n exc 50 mm deep and stacking complete all as directed by Engr in- charge . | 325 | Ten Sqm | 100 ₹32,500 | 200 ₹65,000 | 200 ₹65,000 | 1,000 ₹3.3 L |
| 2.00 | M&L for 7.50 cm thick (compacted thickness) WBM using granite trap or basalt , with coarse aggregates 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 directed by Engr in- charge . | 325 | Ten Sqm | 2,000 ₹6.5 L | 2,100 ₹6.8 L | 1,600 ₹5.2 L | 1,400 ₹4.5 L |
| 3.00 | M&L for appling evenly a priming/tack coat with bituminous prime of paving bitumen VG 10 Grade @ at 10 kg per 10 sqm complete all as directed by Engr in- charge . | 325 | Ten Sqm | 350 ₹1.1 L | 400 ₹1.3 L | 300 ₹97,500 | 30 ₹9,750 |
| 4.00 | M&L for Premix bituminous, macadam mixed with paving bitumen 4% binder (viscisity grade VG 30) contents any penetration laid/rolled and compacted to required gradient and camber (consolidation thickness n.exc 75 mm ) with 8 to 12 ton power roller complete all as specified and directed.
Note (a) 5 Nos of core cutter test to be carried out by contractor on his own coast before laying of SDAC on BM surface at location directed by EIC and test report to be submitted before processing RAR/ Payment (GE CTL/ any IIT or NIT or any Govt Instution as approved by GE)
(b) The unit rate are worked out on the basis of binder content 4% by total mix. Any additional/deduction in actual binder content used, the rate shall be adjusted as per SSR-II.
(c) The bituminous macadam mix shall be layed with a hydrostatic paver finsiher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORTH specifications | 97.5 | Cum | 7,500 ₹7.3 L | 8,000 ₹7.8 L | 8,000 ₹7.8 L | 5,500 ₹5.4 L |
| 5.00 | M&L bituminous premixed semi dense asphaltic 30 mm thick (Conslidated thickness) with 5.5 % binder content by wt of total mix paving bituminous (VG 30 ) viscosity grade mixed in hot mix plant transpoted at site on tippers and laid with mechinical paver, rolled to uniform smooth surface with 8 to 12 tonne capacity power roller and compacted to required camber and gradient and all as specified by EIC
Note (a) 5 Nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by EIC and test report to be submitted before processing RAR/ Payment (GE CTL/ any IIT or NIT or any Govt Instution as approved by GE)
(b) The unit rate are worked out on the basis of binder content 5.5% by total mix. Any additional/deduction in actual binder content used, the rate shall be adjusted as per SSR-II.
(c) The bituminous macadam mix shall be layed with a hydrostatic paver finsiher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORTH specifications | 325 | Ten Sqm | 3,800 ₹12.3 L | 4,000 ₹13 L | 3,000 ₹9.8 L | 3,200 ₹10.4 L |
| 6.00 | M&L in repair thermoplastic reflective paint as in road marking 2 mm thick single coat as in centre line or edge line road marking of 100/150 mm width using HOT MARK thermoplastic paint ( Hot application) white by indigeneous modern propelled raod marking machine as directed including all ingredients such as binder glass beads Titanium-diaoxide calcium carbonate lintar fillers thermoplastic requirement for glass beads shall be as per the table No. 800-4 specification including spraying of glass beads instrucions complete all as specified and as directed. | 193.6 | Sqm | 450 ₹87,120 | 450 ₹87,120 | 350 ₹67,760 | 400 ₹77,440 |
| 7.00 | Supply and Fixing Solar cat Stud, Exterior Aluminium, Interior; Bullet proof PC, Weight : 950 Gm Approx , Power Supply: Mono Crystalline Solar Cell (5V 60MA), Power Storage Device: Lithium iron battery (3.3V 500 MAH), Lighting Mode: Flash or Steady lighting, LED No : Single side 3 pcs , double side 6 pcs , Dispaly Colour: Red, Visual Distance: 1000m approx , Working Tempreture: -10 Degree Celcius~ 70 Degree Celcius,Starting Intensity : 300 Lux~ 600 Lux , Size 125x60 complete all as specified and as directed. | 30 | Each | 1,500 ₹45,000 | 1,500 ₹45,000 | 1,800 ₹54,000 | 1,500 ₹45,000 |
| 8.00 | Supply and fixing in repair 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 instructions.(Green/Yellow/Red colour)complete all as specified and as directed. | 20 | Each | 400 ₹8,000 | 400 ₹8,000 | 200 ₹4,000 | 300 ₹6,000 |
| 9.00 | Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PAMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height above graund and 200mm below ground 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 as directed. | 12 | Each | 900 ₹10,800 | 900 ₹10,800 | 1,500 ₹18,000 | 2,200 ₹26,400 |
Updated dates
Tender Value
₹34 L
EMD Value
₹68,000
Closing Date
2 Dec 2025, 6:00 pmClosed
CWE No.2 Meerut
Headquarters Commander Works Engineer No 2 Military Engineer Services Boundary Road, Near Supply Depot Meerut Cantt-250001
REPAIR TO INTERNAL ROAD, PATH AND HARDSTANDING IN POCKET 9 AT RTS AND DEPOT, SAHARANPUR UNDER GE ROORKEE
2025_MES_734913_1
95394/RKE/E8
Open Tender
Civil Works
120 days
Roorkee
Please refer tender pages
9 documents required · 9 mandatory
₹500
GE Roorkee
₹68,000
12 Jan 2026
14 Oct 2025
4 Dec 2025
14 Oct 2025
2 Dec 2025
18 Nov 2025
Amount
M& L for Scarifying or picking gravelled ,macadam or bituminous macdam surface in area exc 400 sqm and n exc 50 mm deep and stacking complete all as directed by Engr in- charge .
M&L for 7.50 cm thick (compacted thickness) WBM using granite trap or basalt , with coarse aggregates 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 directed by Engr in- charge .
M&L for appling evenly a priming/tack coat with bituminous prime of paving bitumen VG 10 Grade @ at 10 kg per 10 sqm complete all as directed by Engr in- charge .
M&L for Premix bituminous, macadam mixed with paving bitumen 4% binder (viscisity grade VG 30) contents any penetration laid/rolled and compacted to required gradient and camber (consolidation thickness n.exc 75 mm ) with 8 to 12 ton power roller complete all as specified and directed. Note (a) 5 Nos of core cutter test to be carried out by contractor on his own coast before laying of SDAC on BM surface at location directed by EIC and test report to be submitted before processing RAR/ Payment (GE CTL/ any IIT or NIT or any Govt Instution as approved by GE) (b) The unit rate are worked out on the basis of binder content 4% by total mix. Any additional/deduction in actual binder content used, the rate shall be adjusted as per SSR-II. (c) The bituminous macadam mix shall be layed with a hydrostatic paver finsiher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORTH specifications
M&L bituminous premixed semi dense asphaltic 30 mm thick (Conslidated thickness) with 5.5 % binder content by wt of total mix paving bituminous (VG 30 ) viscosity grade mixed in hot mix plant transpoted at site on tippers and laid with mechinical paver, rolled to uniform smooth surface with 8 to 12 tonne capacity power roller and compacted to required camber and gradient and all as specified by EIC Note (a) 5 Nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by EIC and test report to be submitted before processing RAR/ Payment (GE CTL/ any IIT or NIT or any Govt Instution as approved by GE) (b) The unit rate are worked out on the basis of binder content 5.5% by total mix. Any additional/deduction in actual binder content used, the rate shall be adjusted as per SSR-II. (c) The bituminous macadam mix shall be layed with a hydrostatic paver finsiher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORTH specifications
M&L in repair thermoplastic reflective paint as in road marking 2 mm thick single coat as in centre line or edge line road marking of 100/150 mm width using HOT MARK thermoplastic paint ( Hot application) white by indigeneous modern propelled raod marking machine as directed including all ingredients such as binder glass beads Titanium-diaoxide calcium carbonate lintar fillers thermoplastic requirement for glass beads shall be as per the table No. 800-4 specification including spraying of glass beads instrucions complete all as specified and as directed.
Supply and Fixing Solar cat Stud, Exterior Aluminium, Interior; Bullet proof PC, Weight : 950 Gm Approx , Power Supply: Mono Crystalline Solar Cell (5V 60MA), Power Storage Device: Lithium iron battery (3.3V 500 MAH), Lighting Mode: Flash or Steady lighting, LED No : Single side 3 pcs , double side 6 pcs , Dispaly Colour: Red, Visual Distance: 1000m approx , Working Tempreture: -10 Degree Celcius~ 70 Degree Celcius,Starting Intensity : 300 Lux~ 600 Lux , Size 125x60 complete all as specified and as directed.
Supply and fixing in repair 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 instructions.(Green/Yellow/Red colour)complete all as specified and as directed.
Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PAMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height above graund and 200mm below ground 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 as directed.
M/S MRIGASYA INFRA (BID ID -3479464)
s r enterprises (BID ID -3480010)
VERMA CONSTRUCTION CO (BID ID -3481801)
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
Tendernotice_1.pdf
PDF • 0.46 MB
BOQ_823083.xls
BOQ • 0.28 MB
Tender95394.pdf
Tender Documents • 1.40 MB
Download all tender documents and submit your bid