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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC 266 1 S B GORAI ROAD ASANSOL BURDWAN | ASANSOL | BURDWAN | WEST BENGAL | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹25,357.94 (6.01%)Rejected-Finance 778 N LOWER CHELIDANGA ASANSOL PASCHIM BARDHAMAN | ASANSOL | PASCHIM BARDHAMAN | WEST BENGAL | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.5 L+₹29,464.90 (6.98%)Rejected-Finance 181 SREEPALLY MAIN ROAD ASANSOL 4 | ASANSOL | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹9,002
Closing Date
26 Jul 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE, MMSD-I, PHED
Government of West Bengal Office of the Assistant Engineer, Midnapore Mechanical Sub-Division-1 P.H. Engineering Directorate Inda P.H.E. Complex, Kharagpur
Repairing of Bursting of 150mm 200mm dia C.I. Pipeline along with other allied works at the pipeline of Salua water supply scheme Keleghai Intake to Netralaya at Medinipur Mechanical Sub Division-I under Medinipur Mech. Divn., PHE Dte
2024_PHED_709217_2
WBPHE/AE/MMSD1/NIeT8OF202425
Open Tender
Electrical Work/ Equipment
Item Wise
15 days
AE, MMSD-I, PHED, Inda, Kharagpur, Paschim Medinipu
Please refer Tender documents.
2 documents required · 2 mandatory
₹9,002
13 Aug 2024
8 Jul 2024
29 Jul 2024
9 Jul 2024
26 Jul 2024
9 Jul 2024
Spreding of Carbolic acid with water solusion using spregun for the protect bit of snack and other dengerous animal during execution of work
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead uplo 75 m as directed. (Page no.1)
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 (Page no.1)
Opening of damaged 150/200mm dia C.I.D.F. pipe after cutting with the help of cutter machine and supply fitting fixing of 2 Nos of plain end tail piece and supplying fitting fixing 150mm/200mm bolted coller for complete restoration of (a) Cost of 150mm dia plain end C.I. Tail piece (Lenghth 0.6 mtr ) 2 Nos. @ 1324/- Each =2648 (b) 150 mm dia bolted coller - 1 Nos. @ 5000/- Each =5000 (c ) 150mm dia Flang joints - 2 Nos. @ 591/pair Each =591 I) 150mm dia busting repairing
Supply and fitting , fixing the following materials.......List cost of metarials (a) 200mm dia plain end tail piece (.6 mtr length) 2 no. @ 4500/- Each =9000 (b)200 mm dia bolted coller - 1 Nos. @ 7000/- Each =7000 (c ) 200mm dia Flang joints - 2 Nos. @ 1500/- Each =3000 i) 200mm dia busting repairing
(a) Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking of after compeltion of work including staging upto 4 m using ply board or steel shuttering.(Not applicable for resting on roof top) (b) Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m. (page no.43)
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Opening of all mechanical fixture flang joints with the help of gas cutter and removing the damaged 150 mm dia G.I. pipe and spacial by chanin pully arrangements and remove the damage pipe and spacial in front of pump house (Netranala) as emergency basis during day and night by bambu baracketing and red light arrangements
Supply and delivery of following G.I. pipe and special (heavy medium) as per I.S.I. Specifications (a) 150 mm plain and G.I. Pipe (6 mtrs each length)
b) MS/C.I. Flange
(c ) MS/G.I. 90 degree long bend
Making fabrication and welding inside and outside of flange with G.I. Pipe and special with full water leackege proof at full satiSfaction and direction of EIC
Leying of flange and welded G.I. Pipe and special with the help of chain pully arrangements calvart near netranala P.H. with emergency basis in day and night operations with proper baricating and red light arrangements
Making flange joints with rubber insartion gasket, nuts and bolts with full attention of precuation of water leackage as per the direction of EIC (A) 150 mm dia
Supplying fiting fixing 80 dia C.I. Kinating air valve with isolating sluice valve with flange joints after after detouchment of old and damage ms plate in different pin points site between kelaghai to salua pipe line as per the direction of EIC (a)80 mm dia air valve
Supplying fiting fixing 200 mm dia non-return valve after cutting of pipe placing of non-return valve with the help of 2 nos plain end C.I. Tail piece with 1 no. bolted coller for smooth running of water supply arrangement as per the direction of EIC
fiting fixing 150mm /200mm sluice valve (dept.supply) after cutting of C.I. Pipeline with the help of 2 nos of plain and tail piece and 1 no. of bolted coller with requried 2 nos of flange joints as per the direction of EIC (A) 150 mm dia Sluice Valve at salua
(B) 200 mm dia Sluice Valve At keleghai
Construction of different dia Sluice valve/Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over 150mm thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm/150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified (A) 150 mm dia Sluice Valve and ear valve
(B) 200 mm dia Sluice Valve and non return valve
Making thrust block arrangments in cement concrete (1:1.5:3) for protection of pressure of w/s size 1 mtr × 1mtr × 1mtr with the help of wooden shuttering all concrete in the both enf of the calvert as per direction of EIC
M/s. SOMA ENTERPRISE
Ciemenics
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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