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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 01 KHUMRIYAL KUPWARA KHUMRIYAL KUPWARA KUPWARA JAMMU KASHMIR 193223 | KUPWARA | JAMMU AND KASHMIR | 193223 | ₹1.0 Cr | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹1.0 Cr+₹6,180 (0.06%)Rejected-Finance C O BASHIR AHMAD LAWAY ABI GUZAR SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹1.0 Cr+₹6,180 (0.06%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.0 Cr+₹2.3 L (2.30%)Rejected-Finance | ₹1.0 Cr+₹2.3 L (2.30%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹1.1 Cr+₹6.9 L (6.81%)Rejected-Finance | ₹1.1 Cr+₹6.9 L (6.81%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹1.1 Cr+₹8.8 L (8.63%)Rejected-Finance | ₹1.1 Cr+₹8.8 L (8.63%) | L5 | Rejected-Finance Being L5 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
7 Feb 2022, 6:00 pmClosed
CWE, HQ 134 Wks Engrs
HQ 134 Wks Engrs PIN-914134 c/o 56 APO
PROVN OF SEWAGE LINE WITH SEPTIC TANKS, SOAKAGE WELLS AND BIODIGESTER ALONGWITH ALLIED DRAINAGE FACILITIES IN KHANABAL MIL STN UNDER GE 861 EWS.
2021_MES_488977_1
134 WE-47/2021-22
Open Tender
Civil Works
Lump-sum
270 days
Srinagar
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
GE 861 EWS
₹1.9 L
Yes
7 Mar 2022
18 Nov 2021
9 Feb 2022
18 Nov 2021
7 Feb 2022
24 Jan 2022
Notes :- (i) Please refer Sch 'A' Notes given on srl page No 14 to 17 of tender documents. (ii) Unless otherwise specified, earth work and excavation shall be measured and paid separately for item No 4.00 & 5.00 of BOQ under schedule 'A' Part-VII on Ser page No 28(R) & 29(R) of CA. (iii) The SCHEDULE ‘A’ PART-VI (SEC-II) (EXTERNAL WATER SUPLLY), SCHEDULE ‘A’ PART-VIII (EXTERNAL ELECTRIFICATION) & Ser Item No 3.00 of BOQ are not estimated by the MES & estimated rate indicated as "Rs.0.00" under column No 6 signifies this fact only.
LUMPSUM/ OTHER PRE-PRICED PROVISIONAL SCH OF WORKS.
Lumpsum price worked out by the contractor for SEPTIC TANK, SOAKAGE WELL WORKS as listed in Sch 'A' Part- I brought forward from Serial Page No 18 (R) & 19 (R).
Lumpsum price worked out by the contractor for sewage disposal listed in Sch 'A' Part- II brought forward from Serial Page No 20 (R) & 21 (R).
Lumpsum price worked out by the contractor for area drainage listed in Sch 'A' Part- III brought forward from Serial Page No 22.
Lumpsum price worked out by the contractor for Road/ Path/ Culvert listed in Sch 'A' Part- IV brought forward from Serial Page No 23.
Lumpsum price worked out by the contractor for Internal Water supply listed in Sch 'A' Part- V brought forward from Serial Page No 24 (R).
Lumpsum price worked out by the contractor for External Water supply listed in Sch 'A' Part- VI (Sec-I) brought forward from Serial Page No 25 & 26.
Lumpsum price worked out by the contractor for Earth work listed in Sch 'A' Part- VII brought forward from Serial Page No 28(R) & 29(R).
S&F Bio Digester tank made of FRP with micro biological incoloumn with heater, capacity of tank 3000 Ltrs (Rectangular type 4’ x 8’), complete all as specified and shown on drg and instructions of manufacturer. Makes :- ESWS Technologies Pvt Ltd/ E-Tech System/ JRMS Engineering Works/ CBS. Note : The Make of Biodigester tank shall be approved by Garrision Engineer.
SCHEDULE ‘A’ PART-VI (SEC-II) EXTERNAL WATER SUPLLY
S&F, commisioning and testing centrifugal long coupled sewage disposal monoblock pumping set of capacity 3 HP, three phase with suction and discharge dia 80mm, including foundation of pumping set, complete all as specified and directed.
S&F star delta starter, fully automatic, suitable for 415 Volts AC for 3/4 HP motor, complete all as specified and directed.
S&F 80mm bore foot valve, conforming to IS-4038, complete all as specified and directed.
M&L for construction masonary valve pit of size 90x90x90cm (internal dimensions) one brick thick wall in CM 1:4 on 100mm thick PCC 1:4:8 type D-2 (using 40mm graged stone aggregates) as in foundation and 15mm thick rendering in CM 1:4 internally, externally, providing valve pit cover made of 3.15mm thick MS sheet, welded with 40x40x5mm angle iron frame fixed on top of valve pit by means of holdfast 150mm long, embedded in PCC 1:3:6 type C-1 (using 20mm graded stone aggregates) 100mm thick on top wall and provn of hinges, handles and locking arrangements includuing anti-corrosive paint over a coat of red oxide zinc chrome primer and necessary excavation and earth work in soft/ loose soil, complete all as specified and directed.
SCHEDULE ‘A’ PART-VIII EXTERNAL ELECTRIFICATION
Supply, Laying and Testing of LT UG XLPE, insulated, screened armoured heavy duty electric cable with standard aluminium conductor, 1100 Volts grade of size 16 Sqmm 4 Core, complete all as specified and directed.
M&L for dry river sand, laid in trenches for cable protection, as 8cm thick before laying the cable and 15cm thick after laying the cable, complete all as specified and directed. Note :- Punned thickness of sand shall be measured & paid.
M&L for old sub class 'B' brick, laid flat in trenches over the cables with length of brick perpendicular to the direction of cable, complete all as specified and directed.
M&L for 40mm bore GI pipe light grade galvanised pipes for protection of cable, complete all as specified and directed.
M&L for earthing complete with galvanised earth plate electrode of size 60cmx60cmx6mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below GL) with top edge of the plate not less than 1.5M below normal GL, connected to GI wire 4mm dia as earth lead by means of nuts, bolts and check nut and washer, GI light grade protection pipe 15mm bore upto 7.5m, GI watering pipe 20mm bore, RCC cover with funnel, excavation in any type of soil, PCC pit charcoal, salt all as shown in electrical plate No 3 of SSR Part I, including earth test point up to pannel board, complete all as specified or indicated including testing after completion.
M/S GASSI BROTHERS
JK BUILDERS AND ENGINEERS
M/s Lal Enterprises
M/S Tantray and Co
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