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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.4 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹74.4 L+₹4.9 L (7.07%)Rejected-AOC HOUSE NO 89 BEHIND DD LEH LADAKH 194101 | LEH LADAKH | LADAKH | 194101 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹75.5 L+₹6.0 L (8.59%)Rejected-AOC 6 GURU GOBIND SINGH NAGAR DHAKOLI DHAKOLI PATIALA PUNJAB 140602 | PATIALA | PUNJAB | 140602 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹76.4 L+₹6.9 L (9.92%)Rejected-AOC H NO 01 MADINA BAGH MEHJOOR NAGAR NEAR HOTEL RAFADA SRINAGAR 190015 J K | BUDGAM | JAMMU AND KASHMIR | 190015 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹76.4 L+₹6.9 L (9.97%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹80 L
EMD Value
₹1.6 L
Closing Date
3 Mar 2020, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG
CWE/K-T40/2019-20 SPECIAL REPAIR TO HELIPAD AT DRASS UNDER GE KARGIL
2020_MES_318546_1
CWE/K-T40/2019-20
Open Tender
Civil Works - Roads
Item Rate
180 days
DRASS
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE KARGIL
₹1.6 L
Yes
28 Mar 2020
25 Jan 2020
4 Mar 2020
25 Jan 2020
3 Mar 2020
7 Feb 2020
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and depth exc. 50 mm but not exc. 250 mm complete all as specfied and directed.
M&L for concrete work in pavement/ hard-standing of flexural strength 45 kg/per square centimetre in field using 450 kg of cement per cubic metre, thickness of concrete 20 cm, using recron fiber 1kg/cum of concrete complete all as specified and as directed. Note:- Recron fiber shall be measured and paid separetely.
M&L for 150 mm thick (after spreading evenly) granular sub base of kanker or laterite, spread, rolled with 8 to 12 tonne power road roller and consolidated to gradient and camber required complete, all as specified and as directed by Eng-in Charge.
M&L for cement concrete M-15 (using 40 mm garded stone aggregate ) as in foundation filling, sub base and mass concrete complete, all as specified and as directed by Eng-in Charge.
M&L for forming 12 mm thick expansion joints, in slab of thickness 200 mm, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed.
M&L for forming contraction/dummy joints 65mm deep X 10mm wide, filled with sealing compound Grade ‘B’ complete all as specified and directed.
M&L for forming contraction/dummy joints 30mm deep X 10mm wide, filled with sealing compound Grade ‘B’ complete all as specified and directed.
Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed.
Excavation in trenches not exceeding 1.5 mtr wide & not exceeding 1.5 mtr in depth as in foundation, drains, laying/taking out pipes or cables etc, or for shaft, well, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.
Returning, filling in including spreding, levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified and directed by Engineer-in-Charge.
Removal of excavated soil to a distance exceeding 250m but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as specified and directed by Engineer-in-Charge.
M & L for Plain Cement concrete, 1:4:8, type D-2, (using 40 mm graded mechanically crushed stone aggregates) as in foundations, fillings and mass concrete, etc. complete all as specified and directed by Engineer-in-Charge.
Supply only sand filling as cushioning bed all as specified and directed by Engineer-in-Charge.
Supply only recron fiber 3s all as specified and directed by Engineer-in-Charge.
Supply and laying of 400 micron polyethylene film all as specified and directed by Engineer-in-Charge.
M&L for precast cement concrete kerb stone machine pressed Type B-1 1:2:4(20 mm graded aggregate) set in cement mortar 1:4 of required shape and size all as specified and directed by Engineer-in-Charge.
S&F solar cat eye waterproof energy saving, ecofriendly DHRUV solar road stud made out of solid aluminium alloy shell powered by solar cell and mono crystalline solar panels of 2.5 V/0.3 watt, 1 Ni- MH of Ni-Cd rechargeable battery, 6 super bright LEDs of size 125x125x25 mm with shank of 56.8mm complete all as specified and directed by Engr-in-Charge. Make:- Dark Eye, Green lite, Sinor or equivalent.
S&F solar delineator (1000x47 mm) made of polycarbonate and toughened aluminium alloy body, having height 145mm and dia. 80mm, comprised of 4 super bright LEDs which give 360 degree viewing. Solar panel shall be of 2.5 V, 120 mm having 1.25 V rechargeable battery complete all as specified and directed by Engineer-in-Charge. Make:- Dark Eye, Green lite, Sinor or equivalent.
M&L for two coats of cement based paint over a coat of primer and preparation of new concrete surfaces complete all as specified and directed by Engineer-in-Charge.
M&L for painting lines dashes, arrows, letter etc on roads, pavements and the like exc. 10 cm in width with road marking paint white or golden yellow complete all as specified and directed by Engineer-in-Charge.
M/S HIGHLAND ENGINEERING
JP AND CO.
M/S BALI CONSTRUCTIONS
M/S Vishwa Mittar Pachyala
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