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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.5 LAccepted-AOC BLOCK A 16 SET NO 11 SDA COLONY VIKAS NAGAR SHIMLA 9 H P | L-1 | Accepted-AOC Accepted | |
| 2 | L-2₹24.1 L+₹2.1 L (9.73%)Rejected-AOC VILLAGE AND POST OFFICE JEORI TEHSIL RAMPUR DISTT SHIMLA H P | JEORI | SHIMLA | HIMACHAL PRADESH | L-2 | Rejected-AOC Rejected | |
| 3 | L-3₹24.6 L+₹2.6 L (12.0%)Rejected-AOC | L-3 | Rejected-AOC Rejected | |
| 4 | L-4₹25.2 L+₹3.3 L (14.9%)Rejected-AOC H NO 281 PHASE III HOUSING BOARD BADDI TEHSIL BADDI DISTRICT SOLAN HP | L-4 | Rejected-AOC Rejected | |
| 5 | L-5₹32.0 L+₹10.0 L (45.8%)Rejected-AOC VILLAGE DILWAN POST OFFICE DIARA TEHSIL AMB DISTRICT UNA HIMACHAL PRADESH | L-5 | Rejected-AOC Rejected |
Tender Value
₹26.5 L
EMD Value
₹52,972
Closing Date
26 Nov 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division, Baddi District Solan (HP)
(SH Laying of GMS pipe Rising main, distribution system and C O OHSR 100000 ltrs. capacity 20 meters height). (Deposit Work).
2024_HPIPH_95438_1
8131-8231 Dated 18/11/2024 (2nd Call)
Open Tender
Civil Works
Item Rate
30 days
Baddi
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
₹52,972
Yes
16 Dec 2024
19 Nov 2024
26 Nov 2024
19 Nov 2024
26 Nov 2024
19 Nov 2024
19 Nov 2024 - 25 Nov 2024
Amount
Excavation in foundation and trenches etc , in earth work , lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear fro the edge of excavation and then returning the stacked soll in 15 cm layers , when required into plinths , sides of foundation etc. consolidating each deposited layers by ramming and watering and the disposing of all surplus excavated earth as directed within all lead of 20 mtrs .
Laying and jointing in trenches GMS tube (Medium & Heavy grade) of following dia metres as specified below jointed with butt welded according to relevant BIS code 816-1969 i/c all short pieces bends, tees and other specials etc. made from parrent pipe as applicable for the perticular reach and of approved specification as per site conditions i/c flushing cleaning and hydraulic testing complete to the best satisfication of the Engineer-in-charge. The laying of pipes should be confirm to BIS code 5822-1970 with all leads and lifts complete in all respect.
80 mm dia (HC)
Laying and D/System of GMS pipe of various dia.
32 mm dia
40 mm dia
Constructing RCC Circular elevated storage reservoirs as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab of roof slab, roof slab/dome with smooth finishing in 1:3 inside the tank, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI pipes special and valves / acuated valves of required classes and dia and all other accessories required such as MS ladders inside and outside CI cowl type ventilator, CI manhole covers including frames and covers (medium duty) with proper locking arrangement water level, indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks. The cost of the actuators and chamber for valves shall be measured and paid for separately.The work shall include supplying of 5 sets of structural design and drawings.
C/O RCC Elevated Main storage tank 24 mtr staging
NARAYAN SINGH (BID ID -449887)
PUNJAB SINGH (BID ID -449823)
ANITA KUMARI CONTRACTOR (BID ID -449805)
HANS RAJ CONTARCTOR (BID ID -449514)
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