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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₹43.3 LAccepted-AOC | L1 | Accepted-AOC being lowest | |
| 2 | L2₹44.0 L+₹74,737.07 (1.73%)Rejected-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹45.0 L+₹1.7 L (3.99%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹45.5 L+₹2.2 L (5.10%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹48.3 L+₹5.1 L (11.8%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | KONCHOK TSEWANG L1 | Gyamdu Engineering Works L6 | SHANTI ENTERPRISES L3 | MALIK CHAND SIRI RAM L4 | Taru Enterprises Pvt Ltd L2 | M/S Stanzin Tharchin L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas in any type of soil, not exc. 1.5 m deep and getting out complete all as specified and/ or as directed by Engr-in-Charge. | 728.12 | Cum | 350 ₹2,54,842 | 250 ₹1,82,030 Lowest | 600 ₹4,36,872 | 630 ₹4,58,715.6 | 310 ₹2,25,717.2 | 250 ₹1,82,030 Lowest |
| 2.00 | Removing excavated soil to a distance exc. 500 mtrs but not exc. 1.5 Km and depositing where directed, complete all as specified and/ or as directed by Engr-in-Charge. | 728.12 | Cum | 630 ₹4,58,715.6 | 550 ₹4,00,466 | 630 ₹4,58,715.6 | 630 ₹4,58,715.6 | 690 ₹5,02,402.8 | 350 ₹2,54,842 Lowest |
| 3.00 | Material and labour for rolling and consolidating formation surfaces with power roller of capacity 8 to 12 tonne including filling (if required) in hollow and depressions, soft spots etc. which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/ original ground only) to required level, camber and gradient, keeping roller wheels wet complete all as specified and/ or as directed by Engr-in-Charge. | 186.7 | 10 Sqm | 33 ₹6,161.1 | 23 ₹4,294.1 Lowest | 33 ₹6,161.1 | 33 ₹6,161.1 | 41 ₹7,654.7 | 130 ₹24,271 |
| 4.00 | Material and labour for soling (or sub base) 200mm thick (spread thickness) with broken boulders or granite or trap or basalt stone, of size range 100 to 50mm, deposited, spread, levelled in one layer, interstices filled, surface formed and rolled and consolidated upto achieved true surface and required gradient and camber with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge. | 126.47 | 10 Sqm | 3,500 ₹4,42,645 | 3,500 ₹4,42,645 | 3,800 ₹4,80,586 | 3,800 ₹4,80,586 | 3,200 ₹4,04,704 Lowest | 3,800 ₹4,80,586 |
| 5.00 | Material and labour for 150mm thick aggregate of grading 10 to 20mm to be filled in cubicle geocell as a sub base to the road deposited, spread, levelled in one layer, interstices filled, surface formed and rolled and consolidated upto achieved true surface and required gradient and camber with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge.
Note :- Geocell will be supplied at 'No cost basis' by the department. | 54 | 10 Sqm | 3,500 ₹1,89,000 | 1,800 ₹97,200 Lowest | 3,500 ₹1,89,000 | 3,600 ₹1,94,400 | 3,650 ₹1,97,100 | 3,500 ₹1,89,000 |
| 6.00 | Material and labour for laying and compacting 150mm thick (compacted thickness) 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 vibrator roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 186.7 | 10 Sqm | 4,600 ₹8,58,820 | 2,900 ₹5,41,430 Lowest | 4,600 ₹8,58,820 | 4,600 ₹8,58,820 | 4,600 ₹8,58,820 | 4,000 ₹7,46,800 |
| 7.00 | Material and labour for preparing of unsurfaced water bound macadam 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/ or as directed by Engr-in-Charge. | 186.7 | 10 Sqm | 430 ₹80,281 | 330 ₹61,611 | 420 ₹78,414 | 420 ₹78,414 | 300 ₹56,010 Lowest | 600 ₹1,12,020 |
| 8.00 | Material and labour for applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) @ 10 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge. | 186.7 | 10 Sqm | 650 ₹1,21,355 | 1,000 ₹1,86,700 | 650 ₹1,21,355 | 650 ₹1,21,355 | 580 ₹1,08,286 Lowest | 800 ₹1,49,360 |
| 9.00 | Material & Labour 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 75 mm or less) with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge. | 74.6 | Cum | 9,000 ₹6,71,400 Lowest | 13,500 ₹10,07,100 | 9,000 ₹6,71,400 Lowest | 9,000 ₹6,71,400 Lowest | 10,000 ₹7,46,000 | 13,500 ₹10,07,100 |
| 10.00 | Material & labour for bituminus premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG-10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pnuematic vibratory power roller 8 to 12 tonnes capacity, complete all as specified and directed.
Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only.
(ii) Work shall be executed as per design mix as approved by GE.
(iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government. | 186.52 | 10 Sqm | 3,800 ₹7,08,776 | 6,900 ₹12,86,988 | 3,450 ₹6,43,494 Lowest | 3,450 ₹6,43,494 Lowest | 3,898 ₹7,27,054.96 | 5,500 ₹10,25,860 |
Tender Value
₹40.2 L
EMD Value
₹80,400
Closing Date
30 Aug 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, HQ 138 WE
CWE, HQ 138 WE
PROVISION OF ROAD USING GEOCELLS AND PLASTIC MODULES AS PILOT PROJECT UNDER GREEN INITIATIVE AT COSR UNDER GE 865 EWS
2025_MES_725414_1
138WE/L-167/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE 865 EWS
₹80,400
Yes
20 Sept 2025
9 Aug 2025
6 Sept 2025
9 Aug 2025
30 Aug 2025
23 Aug 2025
Amount
Excavating over areas in any type of soil, not exc. 1.5 m deep and getting out complete all as specified and/ or as directed by Engr-in-Charge.
Removing excavated soil to a distance exc. 500 mtrs but not exc. 1.5 Km and depositing where directed, complete all as specified and/ or as directed by Engr-in-Charge.
Material and labour for rolling and consolidating formation surfaces with power roller of capacity 8 to 12 tonne including filling (if required) in hollow and depressions, soft spots etc. which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/ original ground only) to required level, camber and gradient, keeping roller wheels wet complete all as specified and/ or as directed by Engr-in-Charge.
Material and labour for soling (or sub base) 200mm thick (spread thickness) with broken boulders or granite or trap or basalt stone, of size range 100 to 50mm, deposited, spread, levelled in one layer, interstices filled, surface formed and rolled and consolidated upto achieved true surface and required gradient and camber with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge.
Material and labour for 150mm thick aggregate of grading 10 to 20mm to be filled in cubicle geocell as a sub base to the road deposited, spread, levelled in one layer, interstices filled, surface formed and rolled and consolidated upto achieved true surface and required gradient and camber with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge. Note :- Geocell will be supplied at 'No cost basis' by the department.
Material and labour for laying and compacting 150mm thick (compacted thickness) 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 vibrator roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.
Material and labour for preparing of unsurfaced water bound macadam 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/ or as directed by Engr-in-Charge.
Material and labour for applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) @ 10 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge.
Material & Labour 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 75 mm or less) with power roller of capacity 8 to 12 tonne, complete all as specified and/ or as directed by Engr-in-Charge.
Material & labour for bituminus premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG-10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pnuematic vibratory power roller 8 to 12 tonnes capacity, complete all as specified and directed. Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only. (ii) Work shall be executed as per design mix as approved by GE. (iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government.
Material and labour for applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) @ 05 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge.
Laying only 6mm thick plastic module sheet and compacting the same till it gets attached to the ground without any voids complete all as specified and/ or as directed by Engr-in-Charge. Note : 6mm thick plastic module will be supplied at 'No cost basis' by the department.
Supply and fix 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 including MS stud of suitable size as per manufacturer's instructions complete all as specified and/ or as directed by Engr-in-Charge. Make : DARK EYE/ GINNEBOY/YASH
Supply and fix metal tubular delineator 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/ or as directed by Engr-in-Charge.
Supply and fix road ultra mind convex mirror and road safety of size 900 mm dia fixed with stainless steel pole of size 75mm dia with grouting in PCC 1:2:4 in base of minimum height 1.75m complete all as specified and/ or as directed by Engr-in-Charge.
Material and labour 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 be more than 5 mm), including making drainage opening wherever required complete all as specified and/ or as directed by Engr-in-Charge.
Material & labour for preparing new bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows, etc. and the like not exc. 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturer's instruction, complete all as specified and/ or as directed by Engr-in-Charge.
Taru Enterprises Pvt Ltd (BID ID -3410589)
SHANTI ENTERPRISES (BID ID -3411624)
MALIK CHAND SIRI RAM (BID ID -3411671)
M/S Stanzin Tharchin (BID ID -3410997)
Gyamdu Engineering Works (BID ID -3410718)
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