Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹50.3 L+₹4.7 L (10.4%)Rejected-Finance | L2 | Rejected-Finance Contractor quoted Higher Rate | |
| 3 | L3₹52.7 L+₹7.1 L (15.6%)Rejected-Finance | L3 | Rejected-Finance Contractor quoted Higher Rate |
| Sl No | Description | Qty | Unit | M/S THONGKHAR ENTERPRISE L3 | BROKPA CONSTRUCTION L2 | M/S PIONEER TRADERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 deep and getting out in hard / dense soil.complete all specified and directed. | 213.5 | Cum | 700 ₹1,49,450 | 650 ₹1,38,775 | 586 ₹1,25,111 Lowest |
| 2.00 | Rough excavation exc.1.5m deep and gatting out in hard/dense soil.complete all specified and directed. | 140 | Cum | 600 ₹84,000 | 560 ₹78,400 | 520 ₹72,800 Lowest |
| 3.00 | M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate )as in foundation bed concrete.complete all specified and directed. | 24 | Cum | 10,200 ₹2,44,800 | 9,800 ₹2,35,200 | 9,000 ₹2,16,000 Lowest |
| 4.00 | M&L for walling of random rubble uncoursed, well bonded,bedded and solidly hearted built in CM 1:6.complete all specified and directed. | 296 | Cum | 7,800 ₹23,08,800 | 7,500 ₹22,20,000 | 7,100 ₹21,01,600 Lowest |
| 5.00 | Extra over stone walling for hammer dressing with maximum depression from straight edge held against the dressed surface n exc 20 mm in lime or sand stone to face beds and joints as specified of random rubble walling uncoursed or brought upto courses complete all specified and directed. | 216 | SQM | 650 ₹1,40,400 | 600 ₹1,29,600 | 514.5 ₹1,11,132 Lowest |
| 6.00 | Returning filling in including spreading ,levelling ,watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed. | 114.5 | Cum | 300 ₹34,350 | 250 ₹28,625 | 170 ₹19,465 Lowest |
| 7.00 | Removing excavated material not exc 50 mtr depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. | 159 | Cum | 500 ₹79,500 | 450 ₹71,550 | 300 ₹47,700 Lowest |
| 8.00 | M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed. | 19 | Cum | 3,000 ₹57,000 | 2,890 ₹54,910 | 2,400 ₹45,600 Lowest |
| 9.00 | M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping.complete all as specified and directed. | 5 | Cum | 9,500 ₹47,500 | 9,200 ₹46,000 | 9,000 ₹45,000 Lowest |
| 10.00 | M&L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in bond stone etc | 30.4 | Cum | 9,800 ₹2,97,920 | 9,500 ₹2,88,800 | 9,000 ₹2,73,600 Lowest |
Tender Value
₹45.6 L
EMD Value
₹92,000
Closing Date
10 Nov 2025, 6:00 pmClosed
Rohit Gogoi
GE859EWS
PROVISION OF CONSTR RETAINING WALL 30 MTR LENGTH FROM BLDG NO PROVISION OF CONSTR RETAINING WALL 40 MTR LENGTH FROM GUEST ROOM TO DILK AT PROVN OF THE EXTERNAL WATER SUPPLY OF
2025_MES_733957_1
8937/e8
Open Tender
Civil Works
Item Rate
180 days
Tawang
As per tender document
7 documents required · 7 mandatory
₹500
Yes
GE 859 EWS
₹92,000
Yes
15 Dec 2025
13 Oct 2025
11 Nov 2025
13 Oct 2025
10 Nov 2025
27 Oct 2025
Amount
Excavation in trenches not exc 1.5 m wide and not exc 1.5 deep and getting out in hard / dense soil.complete all specified and directed.
Rough excavation exc.1.5m deep and gatting out in hard/dense soil.complete all specified and directed.
M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate )as in foundation bed concrete.complete all specified and directed.
M&L for walling of random rubble uncoursed, well bonded,bedded and solidly hearted built in CM 1:6.complete all specified and directed.
Extra over stone walling for hammer dressing with maximum depression from straight edge held against the dressed surface n exc 20 mm in lime or sand stone to face beds and joints as specified of random rubble walling uncoursed or brought upto courses complete all specified and directed.
Returning filling in including spreading ,levelling ,watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed.
Removing excavated material not exc 50 mtr depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.
M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed.
M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping.complete all as specified and directed.
M&L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in bond stone etc
M&L for cement concrete in foundations, filling and mass concrete D-2, 1:4:8 (40mm graded aggregate) in completed.
M & L for PCC (1:2:4) type B-2 (40 mm graded stone aggregate) Cement concrete in surface channels and drains completed.
M&L for PCC 1:3:6, Type C-2 (40mm graded agg) in walls, drain walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases)
S&F in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls.complete all as specified and directed.
M&L for keyed pointing to random rubble masonry or brought upto course in cement mortar 1:3 complete all specified and directed.
M&L for 100mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
Rendering 15mm thick on fair faces of brick work or concrete surface in cement plaster 1:4, finished even and smooth without using extra cement completed all as specified and directed.
Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, for flat surface complete all as specified and directed.
S&F 3- layer PP-R Polypropylene random copolymer) concealed pipes 63 MM outer dia SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches all as specified and directed.
S&F 3- layer PP-R Polypropylene random copolymer) concealed pipes 40 MM outer dia SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches.
M&L for Making connection of PP-R distribution branch 50 to 75 mm with PP-R main of following sizes by providing and fixing tee including cutting and making fusion joint etc
S&F PP-R Gate valves (brass insert) 63 mm as per requirement of the site.complete all as specified and directed.
S&F PP-R Gate valves (brass insert) 40 mm as per requirement of the site.complete all as specified and directed.
S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 2000 Ltr capacity hoisted and fixed in position all as specified in SSR Part I
S&F Ball valves high pressure of PTMT 40 mm bore with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight - 690 gms)
BROKPA CONSTRUCTION (BID ID -3464271)
M/S THONGKHAR ENTERPRISE (BID ID -3464196)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.24 MB
BOQ_821818.xls
BOQ • 0.31 MB
Tender.pdf
Tender Documents • 0.99 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .