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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L | L1 | Accepted-AOC The Lowest Amount Quoted by A Sundaram |
| 2 | L2₹18.9 LRejected-Finance | ₹18.9 L | L2 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | A SUNDARAM L1 | Dharmadurai L2 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 Lit OHT With Fencing Arrangements To Nelliyakulam ADC Near Mariyamman Kovil at Nelliyankulam Panchayat 14TH FC - (Savings Fund) - 2023-2024 | |||||
| 2.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2 m in hard shift clay, stiff block cotton, hard red earth Shales, Murrumj, Gravel, Stoney Earth an Earth Mixed with small size boulders and hard gravelly soil(SS 20B) For Foundation Including Shoring, Strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incidential charges etc | |||||
| 3.00 | a) In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney e
For Column Footing Base Slab for fixing MS ladder at GL | 58.55 | Cum | 224 ₹13,115.20 | 225 ₹13,173.75 |
| 4.00 | Second depth of 2m From 2m to 4 m below GL For Column Footing | 11.66 | Cum | 234 ₹2,728.44 | 236 ₹2,751.76 |
| 5.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40 MM Size ISS gauge For Foundation and footing including mixing | 4.37 | Cum | 5,063 ₹22,125.31 | 5,065 ₹22,134.05 |
| 6.00Broken Stone (Machine Crushed) Excluding the costs of RTS rods for reinforcement and centering, strutting, Shuttering but including cost of all materials mixing , laying, vibrating the concrete with mechanical vibrators, ramming, cosoldating, finishing and curing etc, Complete and as directed by TWAD Board Officers | |||||
| 7.00 | Below 1.50m below GL
Column footing
For rectangular portion Total | 14.58 | Cum | 6,993 ₹1.0 L | 6,995 ₹1.0 L |
| 8.00 | B Om to 1.50m below GL Column Braces at GL
Base Slab for fixing MS ladder
Beam | 1.75 | Cum | 6,881 ₹12,041.75 | 6,883 ₹12,045.25 |
| 9.00 | 0m to 4.50m above GL Column Braces B1 at 2.715 m from GL
Base Slab for fixing MS ladder
Beam | 2.83 | Cum | 6,995 ₹19,795.85 | 6,997 ₹19,801.51 |
| 10.00 | 4.50 m to 7.32 m above GL Column Braces B2 at 5.58 m from GL
Base Slab for fixing MS ladder
Beam | 2.22 | Cum | 7,219 ₹16,026.18 | 7,220 ₹16,028.40 |
Tender Value
Refer Docs
EMD Value
₹19,140
Closing Date
12 Aug 2024, 9:00 amClosed
Block Development Officer (V.Pt),
Block Development Officer (V.Pt),
Construction of 30000 Lit OHT With Fencing Arrangements To Nelliyakulam ADC Near Mariyamman Kovil at Nelliyankulam Panchayat 14TH FC - (Savings Fund) - 2023-2024
2024_RDTN_469914_1
AS No 1719/2023/A4 Dt. 18.06.2024 Nelliyankulam OHT
Open Tender
Civil Works
180 days
Block Development Officer (V.Pt)
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,140
Yes
23 Feb 2026
5 Aug 2024
12 Aug 2024
5 Aug 2024
12 Aug 2024
5 Aug 2024
Amount
Construction of 30000 Lit OHT With Fencing Arrangements To Nelliyakulam ADC Near Mariyamman Kovil at Nelliyankulam Panchayat 14TH FC - (Savings Fund) - 2023-2024
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2 m in hard shift clay, stiff block cotton, hard red earth Shales, Murrumj, Gravel, Stoney Earth an Earth Mixed with small size boulders and hard gravelly soil(SS 20B) For Foundation Including Shoring, Strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incidential charges etc
a) In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney e For Column Footing Base Slab for fixing MS ladder at GL
Second depth of 2m From 2m to 4 m below GL For Column Footing
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40 MM Size ISS gauge For Foundation and footing including mixing
Broken Stone (Machine Crushed) Excluding the costs of RTS rods for reinforcement and centering, strutting, Shuttering but including cost of all materials mixing , laying, vibrating the concrete with mechanical vibrators, ramming, cosoldating, finishing and curing etc, Complete and as directed by TWAD Board Officers
Below 1.50m below GL Column footing For rectangular portion Total
B Om to 1.50m below GL Column Braces at GL Base Slab for fixing MS ladder Beam
0m to 4.50m above GL Column Braces B1 at 2.715 m from GL Base Slab for fixing MS ladder Beam
4.50 m to 7.32 m above GL Column Braces B2 at 5.58 m from GL Base Slab for fixing MS ladder Beam
7.32 m to 10.98 m above GL Column Braces B3 at 8.445 m from GL Base Slab for fixing MS ladder Base Slab for fixing MS ladder Beam
10.98 m to 14.64 m above GL Column For Grid Beam Base Slab for fixing MS ladder Beam For Floor Slab For Haunches For Side Wall 11.85m to 14.64m
14.64 m to 18.30 m above GL For Side wall 14.64 to 14.75m
Supply and erection of steel centering, shuttering for soffits and sides including necessary Plain Surface For All RCC works using MS Sheets of Suitable size of BG 10 Stiffened with MS Angle of size 25x25x3 mm for boarding laid over I type MS Truss of Size 25x25x3mm about 90cm c/c and Supported by 40mm GI Pipes (Medium) Spaced at 75cm c/c etc complete and as directed by TWAD Board Officers
PLANE SURFACES Below G.L.
ABOVE G.L. to 3.30m
Square Column Below GL and upto 3.30m above GL
Column 0 to 3.3m ht. above G.L and below GL
3.31m to 4.30m ht Deduct for brace at 2.715 m height
4.31m to 5.30m ht
5.31m to 6.30m ht Deduct for brace at 5.58 m height Deduct for Lader beam
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht Deduct for brace at 8.52 m height Deduct for Lader beam
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
12.30m to 13.30m Side wall above floor slab (inner face) Side wall above floor slab (outer face)
13.30m to 14.30m Side wall above floor slab (inner face) Side wall above floor slab (outer face)
14.30m to 15.30m Side wall above floor slab (inner face) Side wall above floor slab (outer face)
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete.
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below.
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
65mm GI pipes for over flow & rain water harvesting pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board Officers
Labour Charges for GI pipe Connection to the OHT For inlet Outlet Over Flow and Scour Arrangement Including Cutting and Threading, Earth Work Excavation & Refilling
Providing Hand Rails Over the roof slab by using 32mm GI Pipe with 40 MM x 6MM MS Flat and Fixed with 12MM Dia Fastner Bolt 75 MM Long and as directed by TWAD BD Officers
Providing Fencing Arrangements
Earthwork excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS 20 B for narrow foundation
Sand Filling with good river sand including cost and conveyance of sand and labour charges for filling levelling ets complete
Cement Concrete 1:4:8 mix using 40mm ISS HBG Metal including cost and conveyanbce of materials to site and all other labour charges, ets complete
Supplying and fixing of MS Post including all material and labour charges
Cement Concrete 1:2:4 mix using 20mm ISS HBG Metal including cost and conveyanbce of materials to site and all other labour charges, ets complete
Brick Work using country bricks of size 83/4"x41/4"x23/4" in cement mortar 1:5 (One Cement ang five sand ) including curing neat finish etc complete complying with standard
Plastering with cement mortar 1:5 (one cement five M.Sand) 12mm Thick in all floors including curing etc. complete complying with standard specification and as a directed
Painting two coats newly plastered wall surface with ready mixed plastic emulsion paint of first class Quality and approved colour over a priming coat including through scraping
supplying and fixing chain fixing of 5cm x 5cm x10 gauge including all charges
Providing Pipe Line Arrangements
Earthwork excavationas per SS20B For Narrow Foundation
Towards Purchasing od 90mm PVC Pipes etc completed
Towrds Fixing of 90mm PVC Pipes etc Completed
Refilling with excavated earth etc completed
Towrds Purchasing of Specials
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Dharmadurai (BID ID -1105713)
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