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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-AOC TUPKHANA PART 1 PO ARUNACHAL PS SILCHAR DIST CACHAR ASSAM 788025 | CACHAR | ASSAM | 788025 | ₹48.8 L Quoted ₹48.9 L | L1 | Accepted-AOC Reasonable rate |
| 2 | L2₹53.6 LRejected-Finance MOTHER TERESA ROAD ZOO TINIALI GUWAHATI 781024 | GUWAHATI | KAMRUP METRO | ASSAM | 781024 | ₹53.6 L | L2 | Rejected-Finance Quoted amount higher than L1 |
| 3 | L3₹54.2 LRejected-Finance | ₹54.2 L | L3 | Rejected-Finance Quoted amount higher than L1 |
| 4 | L4₹57.2 LRejected-Finance | ₹57.2 L | L4 | Rejected-Finance Quoted amount higher than L1 |
| 5 | Rejected-Technical MAZUMDER LANE VILL P O BERENGA PT II P S SILCHAR DIST CACHAR ASSAM 788005 | SILCHAR | CACHAR | ASSAM | 788005 | - | - | Rejected-Technical Withdraw hid bid vide letter No Nil dt 07 Mar 2026, hence rejected |
| Sl No | Description | Qty | Unit | m/s builders and suppliers L3 | M/S M P Sharma L4 | M/S R A ENTERPRISE L1 | M/S LUIT CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Material & 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 or stacking for reuse at site complete all as specified and as directed. | 6 | 10 Sqm | 700 ₹4,200 | 480 ₹2,880 | 470 ₹2,820 | 550 ₹3,300 |
| 2.00 | Material & Labour for 75 mm thick [compacted thickness] Water Bound Macadam with coarse aggregate of Granite, Trap or Basalt of Grading 2 [63 to 40mm size] or of grading 3 (50 to 20mm size) spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed. | 6 | 10 Sqm | 4,200 ₹25,200 | 3,230 ₹19,380 | 3,450 ₹20,700 | 3,640 ₹21,840 |
| 3.00 | Material and labour for preparing 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. and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 6 | 10 Sqm | 1,450 ₹8,700 | 1,215 ₹7,290 | 1,370 ₹8,220 | 1,050 ₹6,300 |
| 4.00 | 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. | 304.41 | 10 Sqm | 880 ₹2.7 L | 980 ₹3.0 L | 900 ₹2.7 L | 880 ₹2.7 L |
| 5.00 | Material & labour for premixed bituminous macadam of coarse aggregate (50 to 20mm), using paving bitumen of VG-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber complete all as specified and directed.
Note: The premixed bituminous macadam will be laid as in levelling course in suknen/ damaged road patches as per site requirement. | 26.5 | Cum | 16,000 ₹4.2 L | 16,080 ₹4.3 L | 15,000 ₹4.0 L | 15,715 ₹4.2 L |
| 6.00 | 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 bituminous surfaces complete all as specified and as directed. | 53 | 10 Sqm | 450 ₹23,850 | 310 ₹16,430 | 275 ₹14,575 | 240 ₹12,720 |
| 7.00 | Material and labour for applying premixed bituminous carpet, 40mm consolidated thickness with 0.54 Cum of stone chippings mixed with 29.2 Kg of binder (using paving bitumen VG-30), rolled with power roller 8 to 12 tonne to required camber and gradient complete all as specified and directed.
Note: The premixed bituminous carpet will be laid as in levelling course in suknen/ damaged road patches as per site requirement | 40 | 10 Sqm | 9,500 ₹3.8 L | 8,900 ₹3.6 L | 8,000 ₹3.2 L | 7,950 ₹3.2 L |
| 8.00 | M & L for liquid seal coat applying evenly binder @ 9.80Kg per 10 Sqm using paving bitumen of grade VG-30 blinding with 6.3mm size stone chippings @ 0.09 Cum per 10Sqm and rolled to required camber and gradient with power roller 8 to 12 tonne complete all as specified and directed. | 40 | 10 Sqm | 3,950 ₹1.6 L | 2,200 ₹88,000 | 1,800 ₹72,000 | 1,710 ₹68,400 |
| 9.00 | M&L for applying bituminous premixed semi dense asphaltic concrete, 40mm thick(consolidated thickness) with minimum 5.5% binder of paving bitumen VG-30 grade, cotent by weight of total mix including cement filter, on surface, rolled compacted with using 8 to 12 tonne power roller to achieve the required compactness, camber and gradient, mixed in hot mix plant as per design mix and laid by mechanical paver finished complete all as specified and directed. Note: The actual binder content used shall be as per optimum content based on approved job mix formula with minimum content of 5.5% by total weight of total mix | 270.41 | 10 Sqm | 12,600 ₹34.1 L | 13,300 ₹36.0 L | 11,500 ₹31.1 L | 12,500 ₹33.8 L |
| 10.00 | Dismantling old brick edging laid dry all as directed. | 1.84 | 10 Sqm | 600 ₹1,104 | 290 ₹533.60 | 250 ₹460 | 180 ₹331.20 |
Updated dates
Tender Value
₹56 L
EMD Value
₹1.1 L
Closing Date
26 Feb 2026, 6:55 pmClosed
COL AMIT CHAUBEY
HQ 137 Wks Engr PIN 914137 c/o 99 APO
REPAIRS/ MAINT OF ROAD AND ROAD SIDE FURNITURE AT MASIMPUR MILITARY STATION
2025_MES_730753_3
8092/E8
Open Tender
Civil Works
180 days
Silchar
As per tender documents
6 documents required · 6 mandatory
₹1,000
GE Silchar
₹1.1 L
Yes
28 Mar 2026
5 Feb 2026
5 Mar 2026
5 Feb 2026
26 Feb 2026
12 Feb 2026
Material & 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 or stacking for reuse at site complete all as specified and as directed.
Material & Labour for 75 mm thick [compacted thickness] Water Bound Macadam with coarse aggregate of Granite, Trap or Basalt of Grading 2 [63 to 40mm size] or of grading 3 (50 to 20mm size) spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed.
Material and labour for preparing 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. and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed.
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 & labour for premixed bituminous macadam of coarse aggregate (50 to 20mm), using paving bitumen of VG-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber complete all as specified and directed. Note: The premixed bituminous macadam will be laid as in levelling course in suknen/ damaged road patches as per site requirement.
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 bituminous surfaces complete all as specified and as directed.
Material and labour for applying premixed bituminous carpet, 40mm consolidated thickness with 0.54 Cum of stone chippings mixed with 29.2 Kg of binder (using paving bitumen VG-30), rolled with power roller 8 to 12 tonne to required camber and gradient complete all as specified and directed. Note: The premixed bituminous carpet will be laid as in levelling course in suknen/ damaged road patches as per site requirement
M & L for liquid seal coat applying evenly binder @ 9.80Kg per 10 Sqm using paving bitumen of grade VG-30 blinding with 6.3mm size stone chippings @ 0.09 Cum per 10Sqm and rolled to required camber and gradient with power roller 8 to 12 tonne complete all as specified and directed.
M&L for applying bituminous premixed semi dense asphaltic concrete, 40mm thick(consolidated thickness) with minimum 5.5% binder of paving bitumen VG-30 grade, cotent by weight of total mix including cement filter, on surface, rolled compacted with using 8 to 12 tonne power roller to achieve the required compactness, camber and gradient, mixed in hot mix plant as per design mix and laid by mechanical paver finished complete all as specified and directed. Note: The actual binder content used shall be as per optimum content based on approved job mix formula with minimum content of 5.5% by total weight of total mix
Dismantling old brick edging laid dry all as directed.
Material and labour for continious brick edging (using old size sub-class 'B' brick) with width equal to the width of the brick, laid dry on end vertically complete all as specified and directed.
Material & 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 of cat eye reflective type of metal body alloy of size 110mm x 120mm x 20mm with PAMA striplens reflector fixed with and including aluminium studs of suitable size as per manufactures instructions complete all as specified and directed. (Make: Cat No. DA 972 of Dark Eye or equivalent makes as specified in Particular Specifications)
Material & Labour for Moorum / Red Bajri filling under Floors or in Pavings laid in layers not exceeding 15 cm thick, spread levelled and rammed / rolled with power road roller of 8 to 12 ton capacity including watering to and consolidated to required level, gradient and camber required complete all as specified and as directed. Note: Measurements shall be taken after consolidation of earth and 10% deduction shall be made for payments.
Surface dressing in road side berms n.exc. 15cm depth in soft / loose soil, depth and removing rubbish upto a distance n.exc. 50 m all as specified and directed.
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