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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.7 LRejected-Finance | ₹17.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | S.Ramasubramanian L2 | WILSON JACK KENNEDDY DANIEL L1 |
|---|---|---|---|---|---|
| 1.001.Construction of 30000 Litres Capacity OHT and Pipe line with Motor Arrangement at Chokkalingapuram Village in A.P.Nadanoor Panchayat. | |||||
| 2.00Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | |||||
| 3.00 | First depth(0.00m to -2.00m) | 46.58 | Cum | 264 ₹12,297.12 | 263.5 ₹12,273.83 |
| 4.00 | Second depth(-2.00m to -2.350m) | 8.06 | Cum | 277 ₹2,232.62 | 276 ₹2,224.56 |
| 5.00 | Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications | 2.3 | Cum | 1,631 ₹3,751.30 | 1,630 ₹3,749 |
| 6.00 | Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental | 3.46 | Cum | 5,362 ₹18,552.52 | 5,361.5 ₹18,550.79 |
| 7.00Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers | |||||
| 8.00 | 1.50 m to 4.50m below G.L | 7.6 | Cum | 8,973 ₹68,194.80 | 8,972 ₹68,187.20 |
| 9.00 | 0 m to 1.50m below G.L | 1.81 | Cum | 8,834 ₹15,989.54 | 8,833.5 ₹15,988.64 |
| 10.00 | 0 m to 4.50m above G.L | 2.89 | Cum | 8,975 ₹25,937.75 | 8,974.5 ₹25,936.31 |
Tender Value
₹18.3 L
EMD Value
₹18,250
Closing Date
11 Mar 2026, 4:00 pmClosed
Block Development officer,V.Pt
Block Development officer,V.Pt,Kadayam
Construction of 30000 Litres Capacity OHT and Pipe line with Motor Arrangement at Chokkalingapuram Village in A.P.Nadanoor Panchayat.
2026_RDTN_671350_1
COLRD/708/2026-A2
Open Tender
Civil Works
180 days
Kadayam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,250
27 Mar 2026
6 Mar 2026
11 Mar 2026
6 Mar 2026
11 Mar 2026
6 Mar 2026
1.Construction of 30000 Litres Capacity OHT and Pipe line with Motor Arrangement at Chokkalingapuram Village in A.P.Nadanoor Panchayat.
Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B
First depth(0.00m to -2.00m)
Second depth(-2.00m to -2.350m)
Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications
Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental
Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers
1.50 m to 4.50m below G.L
0 m to 1.50m below G.L
0 m to 4.50m above G.L
4.50 m to 7.32 m From G.L
Above GL (+7.320 - +10.980m)
10.98 m to 14.64 m From G.L
14.64 m to 18.30 m From G.L
Supplying and eracting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mmx25mmx3mm of boarfing,laid over silver oak joints of size 10cmx6.5 cm spaced at 90 cm center to center and supported by casuarina props 10 cm to 13 cm dia spaced at 75 cm center to center complying with standard specification etc complete and as directed by departmental officers
PLANE SURFACE
Below G.L
G.L to 3.30 M
CURVED SURFACE
UP to 3.30 m
SQUARE COLUMN
Below G.L
Painting two coats with approved Plastic Emulsion over one coat of primer coat over cement plastered exposed surface of the reservoir including curing preparing the surface and curing etc complete and as directed by the departmental officers
Supplying fabiricating and placing in position of HSD Steel rods for reinforcement including the cost of steel and binding wire etc complete and as directed by departmental officers . RTS rod - Vide CE/NR/Vellore circular No 700 / AE5 /P&D/NR/Dt29.5.01
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by department officers.
Providing manhole cover of size 060 x 0.60m in RCC 1 : 1.5 :3 with suitable reinforcement 50 x 50 x 6mm MS angle fixed along edges and as directed by the departmental officers
Filling the foundation with excavated earth including consolidation as directed by departmental officers
Provision for pipe connection arrangements for inlet outlet scour and overfloww etc including cost of pipes,specials,valve,labour charges for lifiting aligning,cutting,threading,fixing and painting of GI Pipes with two coats of approved quality enamel paint etc complete as details below
65 mm dia GI pipes for inlet ,outlet, scour connection
65mm dia GMGate valve
Supply & Delivery of 65 mm G.I Tee
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65 mm G.I bend
Supply & Delivery of 65mm G.I.flange set
Conveying Laying and jointing opf 65 mm G.I pipe for plumping work
Provision for Rain water Harvesting and Platform Arrangements
Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.
For first depth of 2m
For Core wall
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete
Plastering with CM 1:5 mix using to 12mm thick including all cost and conveyance of all materials and all labour charges etc., complete.
Collection and supply of 40mm HBG metal and filling in to the recharge pits including cost and conveyance to the site and all labour charges for filling as per standard specifications.
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
PUMPING LINE
Providing Dismantling of CC Road Cutting work including all cost and conveyance all labour charges etc complete.
Earthwork excavation in all clauses of soil such as gravel, hard gravelly soil, hard stiff clay, stiff black cotton soils including all labour charges etc complete.
Supply and Delivery of 75mm dia PVC Pipe 6Ksc including cost and conveyance and all Labour charges etc complete.
Jointing of Laying of 75mm dia PVC Pipes including Cost and Conveyance and all Labour Charges etc, Complete.
Refilling the excavated trenches including all labour charges etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Supply and delivery of Three Phase 300lpmX50 Mtr Head wet type Submersible motor.
Supply and delivery of Three phase 5.0 Hp panel board
Supply and delivery of 50mm dia GI pipe for erection work and Tank work
Labour charges for erection of new submersible pump set in the bore well and commissioning
Supply and delivery of 4.00 mm2 3 core flat type copper cable
Wiring with 2 x 1.5 Sq.mm (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5A F.T. switch with painting of suitable colour for open PVC light point / fan point for electronic regulator) (Assume 5 points per coil)-SD-18
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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