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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 LAccepted-AOC | ₹52.4 L Quoted ₹52.9 L | L1 | Accepted-AOC Reasonable rate |
| 2 | L2₹60.9 LRejected-Finance PO PS RANGIA DIST KAMRUP ASSAM PIN 781365 | KAMRUP | ASSAM | 781365 | ₹60.9 L | L2 | Rejected-Finance Quoted amount higher than L1 |
| 3 | L3₹61.9 LRejected-Finance C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | ₹61.9 L | L3 | Rejected-Finance Quoted amount higher than L1 |
| 4 | L4₹61.9 LRejected-Finance TUPKHANA PART 1 PO ARUNACHAL PS SILCHAR DIST CACHAR ASSAM 788025 | CACHAR | ASSAM | 788025 | ₹61.9 L | L4 | Rejected-Finance Quoted amount higher than L1 |
| 5 | L5₹62.6 LRejected-Finance | ₹62.6 L | L5 | Rejected-Finance Quoted amount higher than L1 |
| Sl No | Description | Qty | Unit | M/S TAPAN KUMAR RAY L5 | m/s builders and suppliers L7 | MS AFTAB LASKAR L1 | Bhuiya Construction L3 | SHRI YOUNUS KHAN L9 | M/S SHARMA ENGINEERING & COMPANY L2 | M/S LUIT CONSTRUCTION L6 | M/S R A ENTERPRISE L4 | M/S MOLOY KUMAR DEY L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exc 50mm and n.exc 100 mm and removing materials from site of work complete all as specified and as directed. | 240 | 10 Sqm | 320 ₹76,800 | 330 ₹79,200 | 110 ₹26,400 | 300 ₹72,000 | 400 ₹96,000 | 500 ₹1.2 L | 299 ₹71,760 | 300 ₹72,000 | 330 ₹79,200 |
| 2.00 | Material and labour for repairs to potholes of depth
n.exc 30mm and area not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10Sqm (VG-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.80 kg per 10 sqm (using paving bitumen VG-30), binded with 0.09 cum of stone chippings, 6.30 mm size and again well rammed (including supply of premixed macadam, binder and chippings), rolled with vibratory power roller 8 to 12 tonne and compacted to required camber and gradient and finishes to a uniform and smooth surfaces complete all as specified and as directed. | 2 | 10 Sqm | 2,550 ₹5,100 | 2,556 ₹5,112 | 2,500 ₹5,000 | 5,000 ₹10,000 | 2,500 ₹5,000 | 2,797 ₹5,594 | 2,459 ₹4,918 | 2,430 ₹4,860 | 2,600 ₹5,200 |
| 3.00 | Material and labour for preparing unsurfaced WBM 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. complete all as specified and as directed. | 240 | 10 Sqm | 37 ₹8,880 | 40 ₹9,600 | 150 ₹36,000 | 600 ₹1.4 L | 43 ₹10,320 | 880 ₹2.1 L | 43 ₹10,320 | 40 ₹9,600 | 43 ₹10,320 |
| 4.00 | Material and labour for applying evenly a priming/tack coat with bituminous primer @ 2.5 Kg per 10Sqm using paving bitumen grade VG-10 over bitumenous surfaces complete all as specified and as directed. | 240 | 10 Sqm | 300 ₹72,000 | 320 ₹76,800 | 300 ₹72,000 | 600 ₹1.4 L | 270 ₹64,800 | 350 ₹84,000 | 312 ₹74,880 | 280 ₹67,200 | 290 ₹69,600 |
| 5.00 | Material and labour for premix bituminous macadam (using paving bitumen VG-30) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), rolled with 8 to 12 tonne vibratory power roller complete all as specified and as directed.
Note :- Binder content, paving bitumen VG-30 shall not be less than @ 4.0% by weight of total mix. All materials are prepard by hot mix plant. | 120 | Cum | 7,000 ₹8.4 L | 7,200 ₹8.6 L | 7,000 ₹8.4 L | 9,000 ₹10.8 L | 9,000 ₹10.8 L | 11,000 ₹13.2 L | 6,980 ₹8.4 L | 6,950 ₹8.3 L | 7,400 ₹8.9 L |
| 6.00 | Material and labour for preparing Black top 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 priming/ tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 162 | 10 Sqm | 550 ₹89,100 | 560 ₹90,720 | 500 ₹81,000 | 600 ₹97,200 | 650 ₹1.1 L | 600 ₹97,200 | 614 ₹99,468 | 600 ₹97,200 | 570 ₹92,340 |
| 7.00 | Material and labour for applying evenly a priming/tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 over existing WBM surfaces complete all as specified and as directed. | 240 | 10 Sqm | 610 ₹1.5 L | 620 ₹1.5 L | 500 ₹1.2 L | 600 ₹1.4 L | 660 ₹1.6 L | 600 ₹1.4 L | 620 ₹1.5 L | 600 ₹1.4 L | 615 ₹1.5 L |
| 8.00 | Material and labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. Mix-Design shall be approved by GE. | 402 | Per 10 Sqm | 11,000 ₹44.2 L | 11,500 ₹46.2 L | 9,300 ₹37.4 L | 9,300 ₹37.4 L | 11,500 ₹46.2 L | 8,000 ₹32.2 L | 11,300 ₹45.4 L | 10,900 ₹43.8 L | 11,550 ₹46.4 L |
| 9.00 | Demolition of Brick work laid dry complete all as specified and as directed. | 18 | Cum | 400 ₹7,200 | 410 ₹7,380 | 400 ₹7,200 | 800 ₹14,400 | 300 ₹5,400 | 500 ₹9,000 | 356 ₹6,408 | 360 ₹6,480 | 412 ₹7,416 |
| 10.00 | Material and labour for Continuous brick of sub class 'B' brick, edging with width equal to the depth of the brick, laid dry on end at the required angle complete all as specified and as directed. | 1,050 | Rm | 220 ₹2.3 L | 222 ₹2.3 L | 120 ₹1.3 L | 300 ₹3.1 L | 190 ₹2.0 L | 500 ₹5.3 L | 210 ₹2.2 L | 200 ₹2.1 L | 225 ₹2.4 L |
Tender Value
₹62 L
EMD Value
₹1.2 L
Closing Date
7 Nov 2025, 6:55 pmClosed
Col Amit Chaubey
HQ 137 Wks Engr PIN 914137 c/o 99 APO
SPECIAL REPAIRS TO BITUMENOUS ROAD AT VARIOUS LOCATIONS OF XXXXXX VAIRENGTE UNDER GE SILCHAR
2025_MES_734499_1
8095/E8
Open Tender
Civil Works
180 days
Silchar
As per tender documents
6 documents required · 6 mandatory
₹1,000
GE Silchar
₹1.2 L
Yes
7 Jan 2026
10 Oct 2025
14 Nov 2025
10 Oct 2025
7 Nov 2025
31 Oct 2025
Amount
Material and Labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exc 50mm and n.exc 100 mm and removing materials from site of work complete all as specified and as directed.
Material and labour for repairs to potholes of depth n.exc 30mm and area not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10Sqm (VG-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.80 kg per 10 sqm (using paving bitumen VG-30), binded with 0.09 cum of stone chippings, 6.30 mm size and again well rammed (including supply of premixed macadam, binder and chippings), rolled with vibratory power roller 8 to 12 tonne and compacted to required camber and gradient and finishes to a uniform and smooth surfaces complete all as specified and as directed.
Material and labour for preparing unsurfaced WBM 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. complete all as specified and as directed.
Material and labour for applying evenly a priming/tack coat with bituminous primer @ 2.5 Kg per 10Sqm using paving bitumen grade VG-10 over bitumenous surfaces complete all as specified and as directed.
Material and labour for premix bituminous macadam (using paving bitumen VG-30) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), rolled with 8 to 12 tonne vibratory power roller complete all as specified and as directed. Note :- Binder content, paving bitumen VG-30 shall not be less than @ 4.0% by weight of total mix. All materials are prepard by hot mix plant.
Material and labour for preparing Black top 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 priming/ tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed.
Material and labour for applying evenly a priming/tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 over existing WBM surfaces complete all as specified and as directed.
Material and labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified. Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. Mix-Design shall be approved by GE.
Demolition of Brick work laid dry complete all as specified and as directed.
Material and labour for Continuous brick of sub class 'B' brick, edging with width equal to the depth of the brick, laid dry on end at the required angle complete all as specified and as directed.
Material and labour for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of approved colour conforming to BS 3262-1989 on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MoRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
Supply and fixing in Repair 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 crystalline 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 completed as per manufactures instructions etc. all as specified and 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 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
M/S SHARMA ENGINEERING & COMPANY (BID ID -3466817)
Bhuiya Construction (BID ID -3469316)
M/S R A ENTERPRISE (BID ID -3468974)
M/S TAPAN KUMAR RAY (BID ID -3469028)
M/S LUIT CONSTRUCTION (BID ID -3469272)
m/s builders and suppliers (BID ID -3469143)
M/S MOLOY KUMAR DEY (BID ID -3468993)
SHRI YOUNUS KHAN (BID ID -3469092)
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