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| Sl No | Description | Qty | Unit | VMV INFRA L1 | JAS Infra L2 |
|---|---|---|---|---|---|
| 1.00 | Charges for conducting Geophysical Survey to locate for favourable point for drilling 4 ½" dia borewell | 1 | cum | 3,000 ₹3,000 Lowest | 3,000 ₹3,000 Lowest |
| 2.00 | Providing 4½" dia borewell in hard rock area including all accessories etc., complete as per standard specifications. | 165 | RM | 818 ₹1,34,970 Lowest | 1,200 ₹1,98,000 |
| 3.00 | Supply and fixing of 140mm OD PVC pipe etc., complete as per standard specifications. | 6 | RM | 263 ₹1,578 Lowest | 263 ₹1,578 Lowest |
| 4.00Supply and delivery of PVC and GI Specials as Per Standard Specification Asper TWAD P.No. 37 (5.1B) | |||||
| 4.01 | i) 4" Dia PVC Pipe | 3 | RM | 203 ₹609 Lowest | 203 ₹609 Lowest |
| 4.02 | ii) 4" Dia Cowl | 1 | NOS | 82 ₹82 Lowest | 82 ₹82 Lowest |
| 4.03 | iii) 32 mm G.I. Pipe | 10 | RM | 276 ₹2,760 Lowest | 276 ₹2,760 Lowest |
| 4.04 | iv) 20 mm G.I. Pipe | 10 | RM | 148 ₹1,480 Lowest | 148 ₹1,480 Lowest |
| 4.05 | v) 15 mm G.I. Pipe | 10 | RM | 113 ₹1,130 Lowest | 113 ₹1,130 Lowest |
| 4.06 | viii) 1" G.I. Elbow | 5 | NOS | 56 ₹280 Lowest | 56 ₹280 Lowest |
Tender Value
₹3.5 L
EMD Value
₹3,500
Closing Date
2 Feb 2026, 3:00 pmClosed
Commissioner
Municipal office Adirampattiam
Providing New HDPE Tank with Bore well at Subramaniyar Kovil Street Ward No 05 in Adirampattinam Municipality
2026_MAWS_646962_1
2025/E1
Open Tender
Civil Works - Others
Lump-sum
90 days
Municipal office Adirampattiam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,500
1 Apr 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
Charges for conducting Geophysical Survey to locate for favourable point for drilling 4 ½" dia borewell
Providing 4½" dia borewell in hard rock area including all accessories etc., complete as per standard specifications.
Supply and fixing of 140mm OD PVC pipe etc., complete as per standard specifications.
Supply and delivery of PVC and GI Specials as Per Standard Specification Asper TWAD P.No. 37 (5.1B)
i) 4" Dia PVC Pipe
ii) 4" Dia Cowl
iii) 32 mm G.I. Pipe
iv) 20 mm G.I. Pipe
v) 15 mm G.I. Pipe
viii) 1" G.I. Elbow
ix) ½" G.I. Elbow
x) ½" M.S. Union
xi) 1" G.I. Union
xii) ½" G.I. Union
xiii) 1" G.I. Hex Piple
xiv) ½" G.I. Hex Nipple
xvi) 1" G.I. Coupling
xvii) 1" G.I. Tee
xix) 1" Ball Valve
xx) ½" Coupler
xxi) ¾" G.I. Elbow
xxii) ¾" x ½" G.I. Elbow
xxiii) ½" Ball Valve
xxiv) ½" G.I. Bend
xxv) ½" Tap
xxx) 32 mm HDPE Hose
Supply and delivery and fixing of 1000 Liter HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by Departmental officers b Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil complete etc..,
Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain cement concrete 1:4:8 (One cement four sand and eight aggregate) using 40mmH.B.G.metal for foundation and flooring including dewatering if 'necessary and laid inlayer of not more than 15 cm thick complying with standard specification.
Brick work in cement mortar 1:5 (One cement and Five sand) using country bricks of size 8 ¾" x 4¼"x2¼ " including cost and conveyance of allmaterials to site and all other labour charges and incidential charges etc., complete complying with standards specifications.
Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Supply and run off 2 x 6 polythene insulated PVC seathed heavy duty sce.alu. cable of 1100 V grade on nearer wiring for service connection mains as per E.B.schedule of rate ( S.D. 61 )
Supply and run off 2 x 6 polytheneinsulated PVC seathed heavy duty sce.alu. cable of 1100 V grade in suitable G.I. pipe with suitable bends on both endswith necessary angle iron up right and support 'for mains E.B.Schedule (S.D.67 )
Supply and fixing of 15 A arial fuse unit on suitable MS plate with hylem sheet on thetapping pole with necessary clamps. only.
Wiring with 2 x 2.5 Sq.mm PVC Shethened Sc. Aluminium Cable of 650 V grade on wall and ceiling with T.W.Accessories with Switch Box in flush with wall and covered with Hylem Sheet of 3 mm thick with painting of suitable colour for light point as per standard Specifications ( SD 2)
Supply of THREE PHASE SUBMERSIBLE PUMPSET SUITABLE FOR 100MM DIA BOREWELL of lpm against 100meter head as per ISI foot valve arrangements with 30 mm G.I.Pipe 6m with 2 M.S. Union and all accessories etc.,complete as per standard specifications.
Supply and delivery of THREE PHASE Panal Board DOL Two level Guard and auto start complete as per standard specifications
Labour charges for erection of compressor motor in borewell up to 115 M dia including fixing of suction pipe up to a maximum depth of 110 M and elivery pipes and erection of DPIC Switch Complete and testing the pumps on trial run for ten days including siging of completion reports as required by the E.B. authorities as instructed by the departmental officers.
Labour charges for plumping work including cost and conveyance cgarges
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