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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.7 LAccepted-AOC | ₹44.7 L | L1 | Accepted-AOC Being L |
| 2 | L2₹45.0 L+₹26,314.72 (0.59%)Rejected-Finance | ₹45.0 L+₹26,314.72 (0.59%) | L2 | Rejected-Finance Bidder quoted higher rate. |
| 3 | L3₹46.3 L+₹1.6 L (3.49%)Rejected-Finance | ₹46.3 L+₹1.6 L (3.49%) | L3 | Rejected-Finance Bidder quoted higher rate. |
| 4 | L4₹46.7 L+₹2.0 L (4.37%)Rejected-Finance | ₹46.7 L+₹2.0 L (4.37%) | L4 | Rejected-Finance Bidder quoted higher rate. |
| 5 | L5₹48.2 L+₹3.4 L (7.70%)Rejected-Finance | ₹48.2 L+₹3.4 L (7.70%) | L5 | Rejected-Finance Bidder quoted higher rate. |
| Sl No | Description | Qty | Unit | SHAMBHALA TRADERS L1 | M/S L G BUILDERS L2 | M/S TSERING DHONDUP L6 | M/S L N BUILDERS L4 | M/S L.N. TRADERS L7 | M/S ACE BUILDERS L8 | M/S T G ENTERPRISES L5 | M/S RHEGON CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Rough excavation not exceeding 1.5 m deep in hard and dense soil and getting out | 325.5 | Cum | 450 ₹1,46,475 Lowest | 455 ₹1,48,102.5 | 504.58 ₹1,64,239.72 | 471.04 ₹1,53,323.11 | 517.19 ₹1,68,345.71 | 524.95 ₹1,70,870.9 | 485.17 ₹1,57,922.81 | 466.38 ₹1,51,805.06 |
| 2.00 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n exc 50 m in hard/dense soil complete all as specifed and as directed | 100 | EACH | 450 ₹45,000 Lowest | 455 ₹45,500 | 492.48 ₹49,248.3 | 473.37 ₹47,337.06 | 499.87 ₹49,987.02 | 512.37 ₹51,236.7 | 485.2 ₹48,520.49 | 461.82 ₹46,182.5 |
| 3.00 | Excavating over areas, n, exc 1.5 m deep and getting in hard dense soil, completed all as specified and directed. | 133.35 | Cum | 550 ₹73,342.5 Lowest | 565 ₹75,342.75 | 602.19 ₹80,301.76 | 599.28 ₹79,914.17 | 629.29 ₹83,915.33 | 638.73 ₹85,174.06 | 608.27 ₹81,112.88 | 590.42 ₹78,733.17 |
| 4.00 | M & L for cement concrete in foundation, filling and mass concrete in type D2 1:4:8 (40mm graded aggregate)Complete all as specified and directed. | 23.72 | Cum | 9,500 ₹2,25,340 | 9,515 ₹2,25,695.8 | 9,979.15 ₹2,36,705.42 | 9,744.31 ₹2,31,135.07 | 9,779.57 ₹2,31,971.32 | 10,219.65 ₹2,42,410.02 | 10,182.81 ₹2,41,536.15 | 9,324.7 ₹2,21,181.88 Lowest |
| 5.00 | M&L Plain Cement Concrete Type C2 1:3:6 using 40 mm graded stone aggrgate as in foundation filling and mass concrete complete all as specified and as directed. | 19 | CUM | 9,100 ₹1,72,900 Lowest | 9,125 ₹1,73,375 | 11,520.1 ₹2,18,881.94 | 10,252.85 ₹1,94,804.15 | 12,211.31 ₹2,32,014.86 | 12,943.99 ₹2,45,935.75 | 10,868.02 ₹2,06,492.4 | 9,672.5 ₹1,83,777.5 |
| 6.00 | S&F Mild steel work of angle iron or flat iron etc for railings, balusters, nosing to steps including embedding in concrete and screwing etc, flat iron for posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc & similar work conforming to Fe 290 complete all as specified and directed. | 1,140 | KG | 145 ₹1,65,300 Lowest | 155 ₹1,76,700 | 181.33 ₹2,06,714.01 | 167.65 ₹1,91,118.72 | 188.58 ₹2,14,982.57 | 196.12 ₹2,23,581.87 | 174.35 ₹1,98,763.47 | 161.2 ₹1,83,768 |
| 7.00 | S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as specified. | 510 | Sqm | 1,250 ₹6,37,500 Lowest | 1,268 ₹6,46,680 | 1,372.52 ₹6,99,987.23 | 1,319.23 ₹6,72,805.87 | 1,399.97 ₹7,13,986.97 | 1,427.97 ₹7,28,266.71 | 1,345.61 ₹6,86,261.99 | 1,293.36 ₹6,59,613.6 |
| 8.00 | M&L for Preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. | 46 | SQM | 156 ₹7,176 Lowest | 165 ₹7,590 | 179.46 ₹8,255.34 | 170.82 ₹7,857.55 | 183.95 ₹8,461.72 | 188.55 ₹8,673.26 | 175.09 ₹8,053.99 | 169.12 ₹7,779.75 |
| 9.00 | M & L for wall of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM 1:6, Complete all as specified and directed. | 95 | Cum | 6,700 ₹6,36,500 | 6,715 ₹6,37,925 | 6,811.08 ₹6,47,052.45 | 6,611.25 ₹6,28,069.06 Lowest | 6,913.24 ₹6,56,758.23 | 7,016.94 ₹6,66,609.61 | 6,710.42 ₹6,37,490.09 | 6,815.73 ₹6,47,493.88 |
| 10.00 | M & L for wall of random rubble walling brought up to course, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed | 185.8 | Cum | 6,700 ₹12,44,860 Lowest | 6,712 ₹12,47,089.6 | 7,506.32 ₹13,94,673.68 | 6,873.76 ₹12,77,144.46 | 7,844.1 ₹14,57,433.99 | 8,197.09 ₹15,23,018.52 | 7,183.08 ₹13,34,615.96 | 7,014.04 ₹13,03,208.63 |
Tender Value
₹4.5 L
EMD Value
₹91,000
Closing Date
10 Jun 2025, 6:00 pmClosed
Yogesh Pandey
GE 859 EWS
PROVISION OF RETAINING WALL AT 12 COMP PI ASC AND AT WATER FILTRATION PLANT AT 305 FD HOSP AND PROVISION OF VIEW CUTTER A MESS AND OFFR COMPLEX 300M MTN BDE CAMP UNDER GE 859 EWS.
2025_MES_708374_1
8920/E8
Open Tender
Civil Works
Works
180 days
Tawang
As per Tender Document
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹91,000
Yes
27 Aug 2025
21 May 2025
17 Jun 2025
21 May 2025
10 Jun 2025
3 Jun 2025
Amount
M&L for Rough excavation not exceeding 1.5 m deep in hard and dense soil and getting out
Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n exc 50 m in hard/dense soil complete all as specifed and as directed
Excavating over areas, n, exc 1.5 m deep and getting in hard dense soil, completed all as specified and directed.
M & L for cement concrete in foundation, filling and mass concrete in type D2 1:4:8 (40mm graded aggregate)Complete all as specified and directed.
M&L Plain Cement Concrete Type C2 1:3:6 using 40 mm graded stone aggrgate as in foundation filling and mass concrete complete all as specified and as directed.
S&F Mild steel work of angle iron or flat iron etc for railings, balusters, nosing to steps including embedding in concrete and screwing etc, flat iron for posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc & similar work conforming to Fe 290 complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as specified.
M&L for Preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M & L for wall of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM 1:6, Complete all as specified and directed.
M & L for wall of random rubble walling brought up to course, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed
M & L for hand packing (any thickness) at back of walls over arches etc, and raising (or lowering ) to the required level with broken stone/boulder complete all as specified and directed.
M & L for raised pointing to randum or polygonal rubble uncoursed or brought up to course with cement mortar 1:4 complete all as specified and directed.
M & L for cement concrete 1:2:4 type B1( using 20mm graded stone aggregate in copping, benching and similar worksincluding weathering, slightly rounded or chamfered angles and throating,etcincluding necessary formwork, complete all as specified and directed
S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or fixed into weep holes 75mm bore, Complete all as specified and directed.
Returning, fillingin, including spreading, levelling watering and well ramming in layers not exc 25 CM, Complete all as specified and directed.
Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point, Complete all as specified and directed.
M&L surface excavation in hard/dense soil n exc 30cm deep and averaging 15cm deep and getting out complete all as specified and as directed.
Hard core of gauge n exc 60mm deposited spread and level in layers n exc 15cm thick watered and rammed to a true surface
M&L for 75mm thickness PCC type D-2 (1:4:8) (40mm graded agg) as in sub base complete all as specified and as directed.
M&L for 75mm thickness PCC type C-2 (1:3:6) (40mm graded agg) as in sub base etc complete all as specified and as directed.
M&L 75mm thickness cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate), in flooring/ hard standing complete all as specified and as directed
M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ in 100mm thick concrete slab complete all as specifiede and as directed.
M/S L G BUILDERS (BID ID -3318711)
M/S RHEGON CONSTRUCTION (BID ID -3318839)
M/S L N BUILDERS (BID ID -3318879)
M/S T G ENTERPRISES (BID ID -3318916)
M/S TSERING DHONDUP (BID ID -3318936)
M/S L.N. TRADERS (BID ID -3318961)
M/S ACE BUILDERS (BID ID -3318753)
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