Tender For Construction Of 30,000 Lit Oht (12.00M Stage) At Kamarajar Nagar H/O Kallanatham Panchayat Attur Block At Salem District Nabard Ridf Xxix 2024-2025 Work No.3
Tender Value
Ref. Documents
Estimated cost
Bid Submission
29 Jul 2024
0 days left
EMD
18500
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
attur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of 30,000 Lit Oht (12.00M Stage) At Kamarajar Nagar H/O Kallanatham Panchayat Attur Block At Salem District Nabard Ridf Xxix 2024-2025 Work No.3
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 30,000 Lit OHT (12.00m Stage) atKamarajar Nagar H/O Kallanatham Panchayat |
| 2 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard Hard stiff clay blcak cotton, hard red earth, shales, murram, etc.SS 20Bgravelly soil as per SS 20B |
| 3 | Collection and supply of sandand filling in to the basement including cost and conveyanceto the siteand all labour charges for fillingas per standard speecifications |
| 4 | Refilling the basement with excavated earthother than sandcomplying the Standard specification |
| 5 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete |
| 6 | Reinforced cement concrete 1:1.5:3mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete .for 10 cum |
| 7 | 1.5m to 4.5m below GL |
| 8 | 0 to 1.5m below GL |
| 9 | 0 m to 4.5m above GL |
| 10 | 4.5m to 7.32m above GL |
| 11 | 7.32 m to 10.98 m above GL |
| 12 | 10.98 m to 14.64 m above GL |
| 13 | 14.64 m to 18.30 m above GL |
| 14 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etc using mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild steel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(country wood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand supported by casurina props of 10cm to 13cm dia spacedat 75cmcentretocentre complete complying with standardspecificationsandasdirectedbydepartmental officers including conveyance of all materials to site and proper centering etc complete. |
| 15 | Plane Surface Below G.L. |
| 16 | G.L. to 3.30m |
| 17 | 5.30 to 6.30 m |
| 18 | 87.30m to 9.30m AGL |
| 19 | 11.30m - 12.30m |
| 20 | Square columns Below GL and 0 to 3.30m |
| 21 | 3.31 to 4.30m |
| 22 | 4.31 to 5.30m |
| 23 | 5.31 to 6.3m |
| 24 | 6.31 to 7.30 m |
| 25 | 7.31m to 8.30 m |
| 26 | 8.31m to 9.30 m |
| 27 | 9.31m to 10.30 m |
| 28 | 10.31m to 11.30 m |
| 29 | 11.31m to 12.30 m |
| 30 | Curved surface |
| 31 | 11.30m - 12.30m |
| 32 | 12.30m - 13.30m |
| 33 | 13.30m - 14.30m |
| 34 | 14.30m - 15.30m |
| 35 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works |
| 36 | Painting two coats with approved Exterior Emulsion over one coat of Priming coat of Cement Paint over cement plastered wall surface, ceiling and other new surface including cleaning, preparing the surface, curing, scaffolding charges etc., complete complying with standard specifications and as directed by the departmental officers. (S.I No. 359 B) ( NEW SURFACE) |
| 37 | ProvidingManhole cover of size 0.60mx0.60m in RCC 1:1.5:3 with sutable reinforcement |
| 38 | Providing and fixing of RCC Outer access Ladder |
| 39 | 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. |
| 40 | Providing 110mm PVC vent cowlarrangementsmosquito proof nylon net and as directed by TWAD Board officers |
| 41 | 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. |
| 42 | 65 mm GI Pipe |
| 43 | 50 mm GI Pipe |
| 44 | 65 mm GI Coupling |
| 45 | 65mm GI Elbow |
| 46 | 50mm GI Elbow |
| 47 | 50mm GI Couping |
| 48 | 50mm x 65 GI Reducer |
| 49 | 50 mm GM Gatevalve |
| 50 | 65 mm GMGatevalve |
| 51 | Earth work excavation and deposting on bank with an initial lead of 10m & lift of 2m for pipe laying works with standard trench width and depth etc., complete |
| 52 | Supply and delivery of 63mm OD 4 KSC PVC Pipe as per ISI Marked Standarad specification. |
| 53 | Lowering PVCpipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. |
| 54 | Refilling the excavated earth as per the standard specifications |
| 55 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflowand scour arrangements including cutting and threading, earth work excavation & refilling. |
| 56 | Earth work excavation and deposting on bank with an initial lead of 10m & lift of 2m for pipe laying works with standard trench width and depth etc., complete |
| 57 | Cement concrete 1:4:8 mix using 40mm ISS metal inculding cost and conveyance of all materisl to site and labour charges for mixingfor mixing, laying and curing etc complete |
| 58 | Brick work in cement mortar 1:5 mix using country bricks 83/4\"x41/4\"x23/4\" and conbeyance of all materials to site and all labour charges etc complete |
| 59 | Filling the soak pit with 225 mm boulders as per specification |
| 60 | Filling the soak pit with 40mm metal as per specification |
| 61 | Filling the soak pit with 20mm metal as per specification |
| 62 | Plastering with cement mortar 1:5 mixto12mmthick including cost and conveyance of all materials to site and all labour charges etc |
| 63 | Painting two coats with approved cement paint over one priming coat of white cementover cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete |
| 64 | Supplying and fixing P.V.Cdown fall pipe of 110m dia with necessary shoes, bends,& clamps etc., |
| 65 | Supplying and fixing of RCC rings 750mm dia for Leach pit including all charges etc complete |
| 66 | Casting and fixing of RCC precast slab of 75mm thick 1:2:4 using 20mm HBG jelly |
| 67 | Supplying and fixing of cover slab of 750mm dia including all charges etc complete |
| 68 | 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} |
AI Tender Summary
Tender Timeline
Jul 23, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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