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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹41.3 L (21.9%)Admitted-Finance BETONG SHOP KHANGSAR COMPLEX NOWSHARA LEH LADAKH 194101 J K | LEH | LEH | JAMMU AND KASHMIR | 194101 | ₹2.3 Cr+₹41.3 L (21.9%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹47.7 L (25.3%)Admitted-Finance PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | ₹2.4 Cr+₹47.7 L (25.3%) | L3 | Admitted-Finance |
| 4 | L4₹3.4 Cr+₹1.5 Cr (80.1%)Admitted-Finance | ₹3.4 Cr+₹1.5 Cr (80.1%) | L4 | Admitted-Finance |
| 5 | L5₹3.7 Cr+₹1.8 Cr (96.4%)Admitted-Finance | ₹3.7 Cr+₹1.8 Cr (96.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Ravinder Kapoor Engineers and Builders L10 | R R CONSTRUCTION L6 | M/S SHAH CONSTRUCTION L8 | Om Parkash Nargotra Constructions Pvt Ltd L5 | mirco builders L7 | M/S BETONG CONSTRUCTION CO L3 | M/s Siachen Construction Co. L2 | ALCO ENGINEERSPVT LTD L4 | Taru Enterprises Pvt Ltd L1 | M/S ALBURAQ INFRATECH PRIVATE LIMITED L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil by using mechanical means, complete all as specified and directed by Engr-in-Charge. | 13,410 | Square Metre | 180 ₹24,13,800 | 200 ₹26,82,000 | 300 ₹40,23,000 | 150 ₹20,11,500 | 170 ₹22,79,700 | 90 ₹12,06,900 | 85 ₹11,39,850 Lowest | 200 ₹26,82,000 | 200 ₹26,82,000 | 250 ₹33,52,500 |
| 2.00 | Removal of excavated material by using mechanical means to a distance not exceeding 50 mtr and depositing where directed at a level n exc 1.5 mtr. above the starting point, complete all as specified and directed by Engr-in-Charge. | 2,401.5 | Cubic Metre | 310 ₹7,44,465 | 300 ₹7,20,450 | 500 ₹12,00,750 | 250 ₹6,00,375 | 200 ₹4,80,300 | 300 ₹7,20,450 | 280 ₹6,72,420 | 250 ₹6,00,375 | 180 ₹4,32,270 | 150 ₹3,60,225 Lowest |
| 3.00 | Rolling and consolidation of formation surfaces with power roller exc 8 tone n. exc 12 tone, complete all as specified and directed by Engr-in-Charge. | 1,267.64 | Ten Square Metre | 220 ₹2,78,880.8 | 250 ₹3,16,910 | 700 ₹8,87,348 | 190 ₹2,40,851.6 | 200 ₹2,53,528 | 160 ₹2,02,822.4 | 150 ₹1,90,146 Lowest | 500 ₹6,33,820 | 150 ₹1,90,146 Lowest | 300 ₹3,80,292 |
| 4.00 | 200mm thick (Spread thickness ) soling with broken boulders (size 100 to 50mm) of quarried stone spread and leveled interstice filled, surface formed and rolled with 8 to 12 tone power roller for required gradient or camber, complete all as specified and directed by Engr-in-Charge. | 1,267.64 | Ten Square Metre | 5,200 ₹65,91,728 | 5,000 ₹63,38,200 | 1,600 ₹20,28,224 Lowest | 5,100 ₹64,64,964 | 5,000 ₹63,38,200 | 3,100 ₹39,29,684 | 3,000 ₹38,02,920 | 4,800 ₹60,84,672 | 1,900 ₹24,08,516 | 6,000 ₹76,05,840 |
| 5.00 | 150mm thick consolidated thickness WMM in two layers (each 75mm thick) with course stone aggregate of grading 2 (63 to 40 mm) or of grading 3 (50 to 20mmsize) of granite trap or basalt spread, watered and rolled with 8 to 12 tone power roller for required gradient and camber, complete all as specified and directed by Engr-in-Charge. | 1,267.64 | Ten Square Metre | 5,800 ₹73,52,312 | 5,500 ₹69,72,020 | 2,900 ₹36,76,156 | 5,450 ₹69,08,638 | 5,000 ₹63,38,200 | 2,900 ₹36,76,156 | 2,800 ₹35,49,392 | 5,000 ₹63,38,200 | 1,900 ₹24,08,516 Lowest | 5,800 ₹73,52,312 |
| 6.00 | Preparing WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. M&L for Applying evenly a tack coat with paving bituminous primer VG-10 at the rate of 5Kg per 10 Sqm of road surface and M&L for bituminous premix semi dense asphaltic concrete 40 mm thick consolidated thickness with 5.5% binder ( use of binder as bitumen of grade VG-30) content by weight of total mix, by using self propelled mechanical paver, rolled and compacted to required smooth surface, camber and gradient , complete all as specified and directed by Engr-in-Charge. | 1,267.64 | Ten Square Metre | 8,600 ₹1,09,01,704 | 8,000 ₹1,01,41,120 | 10,500 ₹1,33,10,220 | 8,200 ₹1,03,94,648 | 9,900 ₹1,25,49,636 | 5,250 ₹66,55,110 | 5,200 ₹65,91,728 | 7,150 ₹90,63,626 | 4,200 ₹53,24,088 Lowest | 8,800 ₹1,11,55,232 |
| 7.00 | Premix bituminous macadam using binder content 4% by weight of total mix brought from hot mix mechanical plant using paving bitumen (VG-30) laid using mechanical paver and rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), complete all as specified and directed by Engr-in-Charge. | 95.07 | Cubic Metre | 15,200 ₹14,45,109.6 | 14,000 ₹13,31,022 | 35,000 ₹33,27,555 | 14,800 ₹14,07,080.4 | 16,000 ₹15,21,168 | 9,100 ₹8,65,164.3 | 9,000 ₹8,55,657 | 11,000 ₹10,45,803 | 8,900 ₹8,46,149.7 Lowest | 13,200 ₹12,54,963.6 |
| 8.00 | Applying evenly a tack coat with paving bituminous primer VG-10 at the rate of 10Kg per 10 Sqm of WMM road surface, complete all as specified and directed by Engr-in-Charge. | 1,267.64 | Ten Square Metre | 1,300 ₹16,47,932 | 1,000 ₹12,67,640 | 2,000 ₹25,35,280 | 900 ₹11,40,876 | 950 ₹12,04,258 | 575 ₹7,28,893 | 550 ₹6,97,202 Lowest | 1,000 ₹12,67,640 | 800 ₹10,14,112 | 800 ₹10,14,112 |
| 9.00 | Cast in situ cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in solid blocks (Kerb stone) exc 10 cm in width and setting the joints not exceeding 1.5m in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge. | 251.53 | Cubic Metre | 10,250 ₹25,78,156.87 | 9,900 ₹24,90,122.25 | 15,000 ₹37,72,912.5 | 10,700 ₹26,91,344.25 | 9,900 ₹24,90,122.25 | 11,250 ₹28,29,684.37 | 11,000 ₹27,66,802.5 | 8,500 ₹21,37,983.75 | 800 ₹2,01,222 Lowest | 7,700 ₹19,36,761.75 |
| 10.00 | Excavation over area in hard/dense soil n exe 1.5 deep and getting out by using mechanical means, complete all as specified and directed by Engr-in-Charge. | 390 | Cubic Metre | 180 ₹70,200 | 200 ₹78,000 | 400 ₹1,56,000 | 190 ₹74,100 | 250 ₹97,500 | 375 ₹1,46,250 | 350 ₹1,36,500 | 500 ₹1,95,000 | 120 ₹46,800 | 90 ₹35,100 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹4.2 L
Closing Date
6 Mar 2025, 6:00 pmClosed
CWE Khumbathang
HQ CWE Khumbathang Pin 900270 c/o 56 APO
PROVN OF INTERNAL ROAD AT KHUMBATHANG UNDER GE KHUMBATHANG
2024_MES_677065_3
80051/27/E8
Open Tender
Civil Works
Item Rate
180 days
Khumbathang
Class A, cat a(v)
8 documents required · 8 mandatory
₹2,000
Yes
GE Khumbathang
₹4.2 L
Yes
12 Apr 2025
20 Feb 2025
7 Mar 2025
20 Feb 2025
6 Mar 2025
27 Feb 2025
Amount
Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil by using mechanical means, complete all as specified and directed by Engr-in-Charge.
Removal of excavated material by using mechanical means to a distance not exceeding 50 mtr and depositing where directed at a level n exc 1.5 mtr. above the starting point, complete all as specified and directed by Engr-in-Charge.
Rolling and consolidation of formation surfaces with power roller exc 8 tone n. exc 12 tone, complete all as specified and directed by Engr-in-Charge.
200mm thick (Spread thickness ) soling with broken boulders (size 100 to 50mm) of quarried stone spread and leveled interstice filled, surface formed and rolled with 8 to 12 tone power roller for required gradient or camber, complete all as specified and directed by Engr-in-Charge.
150mm thick consolidated thickness WMM in two layers (each 75mm thick) with course stone aggregate of grading 2 (63 to 40 mm) or of grading 3 (50 to 20mmsize) of granite trap or basalt spread, watered and rolled with 8 to 12 tone power roller for required gradient and camber, complete all as specified and directed by Engr-in-Charge.
Preparing WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. M&L for Applying evenly a tack coat with paving bituminous primer VG-10 at the rate of 5Kg per 10 Sqm of road surface and M&L for bituminous premix semi dense asphaltic concrete 40 mm thick consolidated thickness with 5.5% binder ( use of binder as bitumen of grade VG-30) content by weight of total mix, by using self propelled mechanical paver, rolled and compacted to required smooth surface, camber and gradient , complete all as specified and directed by Engr-in-Charge.
Premix bituminous macadam using binder content 4% by weight of total mix brought from hot mix mechanical plant using paving bitumen (VG-30) laid using mechanical paver and rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), complete all as specified and directed by Engr-in-Charge.
Applying evenly a tack coat with paving bituminous primer VG-10 at the rate of 10Kg per 10 Sqm of WMM road surface, complete all as specified and directed by Engr-in-Charge.
Cast in situ cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in solid blocks (Kerb stone) exc 10 cm in width and setting the joints not exceeding 1.5m in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.
Excavation over area in hard/dense soil n exe 1.5 deep and getting out by using mechanical means, complete all as specified and directed by Engr-in-Charge.
Metal tubular dealineator 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 by Engr-in-Charge.
Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and getting out in any type of soil, complete all as specified and directed by Engr-in-Charge.
Mild Steel Work as in crash barrier / compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including MS beams, W beam, channels, pillars, lattice bars, stiffeners, gusset plates, etc as required and fixed with M-16 bolts as per IRC direction/ manufacturer instruction or as directed by Engr-in-charge, including two coats of synthetic enamal paint (colour & design as required) on exposed surfaces over and including one coat of red oxide primer, complete all as specified and directed by Engr-in-Charge.
Cement concrete 1:2:4 (using 20mm aggregate crushed stone aggregate) type B-1 as in Cement concrete in foundations, filling and mass concrete for post holes etc, complete all as specified and directed by Eng-in-Charge
Preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes arrows etc and the like n exc 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturer instructions, complete all as specified and directed by Eng-in-Charge
M/s Siachen Construction Co. (BID ID -3256096)
M/S BETONG CONSTRUCTION CO (BID ID -3256533)
ALCO ENGINEERSPVT LTD (BID ID -3255911)
Om Parkash Nargotra Constructions Pvt Ltd (BID ID -3254780)
R R CONSTRUCTION (BID ID -3252382)
mirco builders (BID ID -3256015)
M/S SHAH CONSTRUCTION (BID ID -3252584)
M/S ALBURAQ INFRATECH PRIVATE LIMITED (BID ID -3254728)
M/s Ravinder Kapoor Engineers and Builders (BID ID -3252144)
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