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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹19.2 L (14.6%)Rejected-Finance PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | ₹1.5 Cr+₹19.2 L (14.6%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹1.6 Cr+₹27.6 L (21.0%)Rejected-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹1.6 Cr+₹27.6 L (21.0%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹2.0 Cr+₹71.5 L (54.5%)Rejected-Finance | ₹2.0 Cr+₹71.5 L (54.5%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹2.0 Cr+₹73.4 L (56.0%)Rejected-Finance | ₹2.0 Cr+₹73.4 L (56.0%) | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S KIRAN CONSTRUCTIONS L1 | M/S BETONG CONSTRUCTION CO L2 | Taru Enterprises Pvt Ltd L3 | JMM INFRACON L4 | MALIK CHAND SIRI RAM L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and as directed | 1,300.8 | CUM | 200 ₹2,60,160 | 200 ₹2,60,160 | 350 ₹4,55,280 | 190 ₹2,47,152 Lowest | 350 ₹4,55,280 |
| 2.00 | Rolling and consolidating formation surfaces with 8 to 12 tonne power roller complete all as specified and directed. | 132 | 10 sqm | 200 ₹26,400 | 50 ₹6,600 | 70 ₹9,240 | 40 ₹5,280 Lowest | 100 ₹13,200 |
| 3.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelled on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80 - 100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 132 | 10 SQM | 2,500 ₹3,30,000 | 3,200 ₹4,22,400 | 2,600 ₹3,43,200 | 290 ₹38,280 Lowest | 3,500 ₹4,62,000 |
| 4.00 | M&L for Laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75mm each Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 132 | 10 SQM | 3,000 ₹3,96,000 | 3,500 ₹4,62,000 | 2,600 ₹3,43,200 | 325 ₹42,900 Lowest | 4,000 ₹5,28,000 |
| 5.00 | M&L Preparing surfaces of Unsurfaced wet mix macadam 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 directed. | 132 | 10 SQM | 200 ₹26,400 | 100 ₹13,200 | 250 ₹33,000 | 20 ₹2,640 Lowest | 500 ₹66,000 |
| 6.00 | M&L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc complete all as specified and directed. | 240 | 10 SQM | 100 ₹24,000 | 100 ₹24,000 | 250 ₹60,000 | 35 ₹8,400 Lowest | 500 ₹1,20,000 |
| 7.00 | M&L for applying evenly a priming/tack VG-10 coat with bituminous primer at 10 kg per 10 sq metre complete all as specified and directed. | 132 | 10 SQM | 1,000 ₹1,32,000 | 600 ₹79,200 | 800 ₹1,05,600 | 18 ₹2,376 Lowest | 1,000 ₹1,32,000 |
| 8.00 | M&L for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and compacted to required gradient and camber laid by mechanical paver (consolidated thickness 75mm or less) with 8 to 10 tonne power vibrator road roller etc complete all as specified and directed. | 52.8 | CUM | 12,000 ₹6,33,600 | 14,000 ₹7,39,200 | 10,000 ₹5,28,000 | 9,500 ₹5,01,600 Lowest | 13,000 ₹6,86,400 |
| 9.00 | M&L for applying evenly a priming/tack VG-10 coat with bituminous primer at 5 kg per 10 sq metre complete all as specified and directed. | 396 | 10 SQM | 550 ₹2,17,800 | 500 ₹1,98,000 | 480 ₹1,90,080 | 17 ₹6,732 Lowest | 390 ₹1,54,440 |
| 10.00 | M&L for 40mm thick (consolidated average thickness) bituminous premix asphaltic semi dense concrete with 5.5% % binder (of paving bitumen VG-10) content by weight of total mix, rolled & compacted with 08 to 10 tonne power road rolled to required camber and gradient complete all as specified and directed (Laying of bituminous premix asphaltic semi dense concrete with mechanical paver) complete all as specified and directed. | 396 | 10 SQM | 7,000 ₹27,72,000 | 6,000 ₹23,76,000 | 5,300 ₹20,98,800 | 520 ₹2,05,920 Lowest | 7,000 ₹27,72,000 |
Tender Value
₹1.7 Cr
EMD Value
₹2.5 L
Closing Date
20 Jan 2026, 6:00 pmClosed
HQ CE LEH ZONE
HQ CE LEH ZONE
PROVN OF WIDENING OF ROAD AT BASE CAMP-III UNDER GE 873 EWS
2025_MES_745504_1
180154/E8
Open Tender
Civil Works - Roads
Item Rate
365 days
LEH
Please refer to the tender documents
8 documents required · 8 mandatory
₹1,000
GE 873 EWS
₹2.5 L
26 Mar 2026
22 Dec 2025
27 Jan 2026
22 Dec 2025
20 Jan 2026
13 Jan 2026
Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil.complete all as specified and as directed
Rolling and consolidating formation surfaces with 8 to 12 tonne power roller as specified and directed
M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80 - 100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.
M&L for Laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75mm each Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.
M&L Preparing surfaces of Unsurfaced water bound macadam 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. all aspecified and directed
M&L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc all aspecified and directed
M&L for applying evenly a priming/tack VG-10 coat with bituminous primer at 10 kg per 10 sq metre all as specified and directed
M&L for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and complacted to required gradient and camber laid by mechanical paver (consolidated thickness 75mm or less) with 8 to 10 tonne power vibrator road roller etc complete all as specified and directed.
M&L for applying evenly a priming/tack VG-10 coat with bituminous primer at 5 kg per 10 sq metre all as specified and directed
M&L for 40mm thick (consolidated average thickness) bituminous premix asphaltic semi dense concerete with 5.5% % binder (of paving bitumen VG-10) content by weight of total mix, rolled & compacted with 08 to 10 tonne power road rolled to required camber and gradient complete all as specified and directed (Laying of bituminous premix asphaltic semi dense concrete with mechanical paver) complete all as specified and directed.
M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
S&F 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. complete all as specified and directed
Removing excavated material of soil n exc. 50m and depositing where directed at level not exc 1.5m above the starting point all as specified and as directed.
Removing excavated material of soil to a distance beyond 50m and upto a total distance of 250m and depositing where directed at level not exc 1.5m above the starting point all as specified and as directed.
S&F 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 (150 x 150 x 300mm) type B1 complete all as specified and directed
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed.
M&L two coats of synthetic enamel paint over a coat of primer paints plaster coat on new concrete /kerb surfaces stone including prepartion of surfaces complete all as specified and directed.
M&L for hardcore of broken stone boulders n exc. 63mm, deposited, spread and levelled in layers n exc. 150mm thick, watered and remmed to a true surface, complete all as specified
M&L for 100mm thick cement concrete type D- 2, 1:4:8 (40mm graded aggregate) as in hardstanding surfaced finished even and smooth without using extra cement complete all as specified.
M&L for sand filling/sand cushioning under floors or in foundations complete all as specified and directed.
M&L Machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed.
M&L for providing cement cencrete types C-1 1:3:6 (20 mm agg) in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed.
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