Tender For 1-Construction Of 10000 Litre Oht At Kakkamallam Puthur H-O Pogalur Panchayat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Jan 2024
0 days left
EMD
7300
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
annur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender For 1-Construction Of 10000 Litre Oht At Kakkamallam Puthur H-O Pogalur Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Name of the Work : Construction of 10000 litre OHT at Kakkamallam Puthur H/O Pogalur Panchayat . (7.50m Staging Height.) |
| 2 | Earth work excavation for foundation in all soils and sub-soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, hard gravelly soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts, etc., including levellingthe site complete complying with standard specifications and as directed .First depth of 2m |
| 3 | Soft disintegrated Rock kankar Laterite Ist Depth of2.0m |
| 4 | Second depth of 1mSDR |
| 5 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete as directed by TWAD Board officers. |
| 6 | Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers |
| 7 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) and supported by casurina props of 10cm to 13cm dia (Spaced at 75cm c/c) as noted below including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications PLANE SURFACE |
| 8 | Below G.L |
| 9 | 3.30M-4.30M |
| 10 | 6.31M-7.30M |
| 11 | Curved surface |
| 12 | Below G.L |
| 13 | SQUARE COLUMN |
| 14 | Below Ground level -3.30M |
| 15 | 3.31 to 4.30m |
| 16 | 4.31 to 5.30m |
| 17 | 5.31-6.30M |
| 18 | 6.31-7.30M |
| 19 | Fabricating and placing the steel grills for reinforcement for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., completein all floors (The rate to include the cost of binding wire steel also) |
| 20 | Reinforced Cement concrete 1:1½:3 (One of cement, one and a half of sand and three of hard broken granite stones ) using 20mm gauge hard broken granite stones for all reinforced cement concrete works excluding the cost and fabricationof reinforcement grills in position, shuttering, centering but including laying, vibrating, curing, finishing and providing Mild steel fan hooks in the RCC slab wherever necessary as directed by the departmental officers etc., complete in all respects |
| 21 | For works in 1.5m to 4.5m below Ground Level |
| 22 | For works in 0m to 1.50m below Ground level |
| 23 | For works in 0m to 4.5m above Ground level |
| 24 | For works in 4.51m to 7.32m above Ground level |
| 25 | For works in 7.33m to 10.98m above Ground level |
| 26 | Painting the walls two coats with first class Cement paintover one coat of priming coat using white cement including cost and conveyance of all materials to site including all labour charges etc., complete |
| 27 | Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50×50×6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint to for providing access to roof top of 60,000 lit.OHT of suitable inclined length, including bottom anchorage and transportation and as directed by departmental officers. |
| 28 | Providing and fixing of RCC inner access ladder in RCC 1:1½:3 (one cement, one and half sand and three aggregates) 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 45cm consisting of two Nos. of vertical post of 10cm×15cm and step slab of 25mm×25mm etc., complete and as directed by the departmental officers. |
| 29 | Providingventilating arrangements mosquito proof nylon net with 50 mm GI pipesand as directed by TWAD Board officers |
| 30 | Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers(.45x.45x.15) |
| 31 | Providing manhole cover of size 0.60×0.60m in RCC 1:1½:3 with suitable reinforcement 50mm×50mm×6mm MS angles fixed along edges and as directed by the departmental officers. |
| 32 | Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for liftin, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. |
| 33 | 50 mm GIPipe for scour |
| 34 | 80 mm GIPipe for Outlet |
| 35 | 65 mm GI Pipe for inlet, Outlet and Overflow |
| 36 | 63 mm OD PVC 4 ksc pipe for drainage arrangements |
| 37 | 90 mm PVC Threaded Coupler |
| 38 | 75 mm PVC Threaded Coupler |
| 39 | 63 mm PVC Threaded Coupler |
| 40 | 65 mm GI elbow |
| 41 | 50 mm GI Elbow |
| 42 | 65x65x65 mm GI Tee |
| 43 | 65 mm GI coupling |
| 44 | 65 mm Flange set |
| 45 | 50 mm Flange set |
| 46 | 65 mm GM Gatevalve |
| 47 | 80 mm GM Gatevalve |
| 48 | 65x50 mm GI Reducer |
| 49 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. |
| 50 | Supply of 2\" pvc pipe KSC 6 including all labour charges etc |
| 51 | Earth work excavation and deposition on bank with an initial lead and lift in all classes of soil except hard rock requiring blasting etc., complete as per SS 20 B |
| 52 | Refilling with excavated earth work inlcuding all labour charges etc |
| 53 | Pipe laying and joining charges |
| 54 | 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
Dec 27, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 05, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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