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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | L1 | Accepted-AOC Quoted rates of lowest bidder found reasonable hence accepted | |
| 2 | L2₹10.1 L+₹21,065.70 (2.14%)Rejected-AOC | L2 | Rejected-AOC Quoted rates are high hence rejected | |
| 3 | L3₹10.3 L+₹42,489.81 (4.31%)Rejected-AOC | L3 | Rejected-AOC Quoted rates are high hence rejected | |
| 4 | L4₹10.5 L+₹66,146.68 (6.71%)Rejected-AOC | L4 | Rejected-AOC Quoted rates are high hence rejected | |
| 5 | L5₹10.8 L+₹90,859.22 (9.22%)Rejected-AOC | L5 | Rejected-AOC Quoted rates are high hence rejected |
Tender Value
₹9.8 L
EMD Value
₹19,520
Closing Date
7 Sept 2023, 6:00 pmClosed
Mr GURUDAS GOLDAR, AE (CIV)
AGE (I) TAWANG Pin- 900198 C/o 99 APO
SPECIAL REPAIR TO WATER SUPPY TO DET OF ARTY BDE WORKSHOP AND 321 FD HOSP INFRA AT CHUJE GG UNDER AGE (I) TAWANG
2023_MES_613003_1
8590/AGE(I)/TWG OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
Tawang
REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
AGE (I) TAWANG
₹19,520
14 Oct 2023
10 Aug 2023
15 Sept 2023
10 Aug 2023
7 Sept 2023
24 Aug 2023
10 Aug 2023 - 17 Aug 2023
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation of poles, etc. or for laying of cable, pier holes, etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard & dense soil complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm of hard & dense soil complete all as specified and directed
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point of any type of soil complete all as specified and directed
M&L for Cement concrete 1:4:8 type D2 with 40 mm graded stone in foundations, filling and mass concrete and road cutting complete all as specified and directed
M&L for taking down of PPR/GI pipe of any size complete all as specified and directed complete all as specified and directed
M&L for taking down of PVC water tank of any capacity complete all as specified and directed
S&F 3- layer PP-R Polypropylene random copolymer) of size 50 mm outer dia concealed pipes 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 complete all as specified and directed
All as per item No 7 but 32 mm outer dia
S&F PP-R Gate valves (brass insert) 50 mm dia as per requirement of the site complete all as specified and directed
S&F PP-R Gate valves (brass insert) 32 mm dia as per requirement of the site complete all as specified and directed
S&F Rotational moulded polyethylene water storage tanks 1000 Ltrs (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed
S&F Rotational moulded polyethylene water storage tanks 500 Ltrs (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed
S&F Ball brass valves 25 mm, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed
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 complete all as specified and directed
S&F Tubes, 'light grade',80 mm bore galvanised, with all fitting; laid in trenches complete all as specified and directed
Construction of valve chamber of size 900x900x900 mm including necessary earth work excavation PCC 1:4:8 in foundation type D2 using 40 mm graded stone aggergate,brick walls in CM 1:4 , pcc 1:2:4 type B1 for copping,15 mm thick rendering in CM 1:4 including provn of MS sheet cover 3.15 mm thick with MS angle frame 25x25x4 mm all around and at diagonals of size 40 x 40 x6 mm and also MS plate welded MS angle embeded in in concrete with suitable hinges and locking arrangment including two coats of synthetic enamel paints over a coat of red oxide primer necessary excavation earth work etc all as specifide and directed by Engr in charge.
M&L Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed
M/S D L ENTERPRISES
M/S RINCHIN DORJEE CONSTRUCTION
M/S P R CONSTRUCTION
M/S KESANG CONSTRUCTION
MS TD CONSTRUCTION
TENZIN CONSTRUCTION
DEOGRATIES SEMPER AMA ASSOCIATE
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