Tender For Construction Of 60000 Litres (Elevated Level Service Reservoir (Oht)) And Providing Paver Block At Weekly Shandy In Palayam Town Panchayat, Dindigul District.
Tender Value
29.20 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
11 days left
EMD
29200
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
Dindigul → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000 Litres (Elevated Level Service Reservoir (Oht)) And Providing Paver Block At Weekly Shandy In Palayam Town Panchayat, Dindigul District.
BOQ
| Sl. No. | Item Description |
| 1 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNDSS 23 & 24, V, VI (S2), VII, 9,10 |
| 2 | First depth of 0 to 2m |
| 3 | II depth 2m to 3m |
| 4 | kerb wall |
| 5 | Pipe line |
| 6 | Sluice Valve Pit |
| 7 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII |
| 8 | Providing and laying in position, standardised concrete Mix M-25 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). PWD Sl,No: 159 |
| 9 | Column footing below 1.50m |
| 10 | Column upto Plith or Tie Beam |
| 11 | Column 0.00 mt to Tie beam + 4.00 mt level |
| 12 | Column above 4.00m to Tie beam +8.00 mt level |
| 13 | Column above 8.00m to Tie beam +12.00 mt level |
| 14 | Column above 12.00m level to 15.20 m below the slab bottom |
| 15 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials) PWD Sl,No: 160 |
| 16 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). TNDSS NO: 30&86 |
| 17 | Below ground Level |
| 18 | For Square Column Upto Plinth or Tie Beam |
| 19 | RCC Tie Beam at 0.00 level |
| 20 | For Square Column above 0.000m to 4.0 ht from GL |
| 21 | RCC Tie Beam at 4.00M level |
| 22 | Square Column above 4.00m to 5.00M level ht from GL |
| 23 | Column above 5.00m to 6.00M |
| 24 | Column above 6.00m to7M |
| 25 | Column above 7.00m to 8M |
| 26 | RCC Tie Beam at 8.00m level |
| 27 | Column above 8.00m to 9 MT |
| 28 | Column above 9.00m to 10 MT |
| 29 | Column above 10.00m to 11 MT |
| 30 | Column above 11.00m to 12MT |
| 31 | RCC Tie Beam at 12.00 level |
| 32 | Column above 12.00m to13MT |
| 33 | Column above 13.00m to14 MT |
| 34 | Column above 14 00m to15 MT |
| 35 | Column above 15 00m to15.20 MT |
| 36 | Top haunch |
| 37 | OHT above 15.13 MT |
| 38 | Roof Cover Slab |
| 39 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) (S.No:168-SD Book Vol-I ) PWD Sl,No: 168 TNDSS NO: 86 |
| 40 | Below G.L. |
| 41 | Ground Floor |
| 42 | First Floor |
| 43 | Second Floor |
| 44 | Third Floor |
| 45 | Fourth Floor |
| 46 | Supplying and Painting the walls with Two Coats Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.) |
| 47 | Brickwork in cement mortor 1 : 5 (One part of Cement and five part of Sand) using best quality of cII class bricks of size 83/4x41/4x23/4 including all cost of materials and Labour Charges including Curing charges etc., Complete as per standard specification. |
| 48 | Plastering in Cement Mortor 1:5 Mix (one part of Cement,, five part of sand)12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.TNDSS NO: 56, 57 |
| 49 | Plastering in Cement Mortor 1:5 Mix (one part of Cement,, five part of sand)20 mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.TNDSS NO: 56, 57 |
| 50 | Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. |
| 51 | 65mm Φ GI pipes for inlet connection TWAD SOR Page No : 30 WD-M0490 |
| 52 | 65mm Φ GI pipes for Over Flow and Rain Water Harvesting Pipe TWAD SOR Page No : 30 WD-M0490 |
| 53 | 65mm Φ GI pipes for Scour PipeTWAD SOR Page No : 30 WD-M0490 |
| 54 | 65mm Φ GI pipes for Delivery pipe TWAD SOR Page No : 30 WD-M0490 |
| 55 | 90mm Φ PVC Threaded Coupler TWAD SOR Page No : 11 WD-M0106 |
| 56 | 63mm Φ GI PVC Threaded Coupler TWAD SOR Page No : 11 WD-M0106 |
| 57 | 65mm Φ GI Tee TWAD SOR Page No : 36 WD-WD-M0595 |
| 58 | 65mm Φ GI 90°Bend TWAD SOR Page No : 36 WD-M0602 |
| 59 | 65mm Φ GM Gate Valve TWAD SOR Page No : 37 WD-M0618 |
| 60 | 50mm Φ GM Gate Valve TWAD SOR Page No : 37 WD-M0618 |
| 61 | 90mm Φ PVC pipe TWAD SOR Page No : 5 WD-M0012 |
| 62 | 100mm CI D/F Sluice valve |
| 63 | Lowering PVC/DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste |
| 64 | Refilling for pipe line works having bed width of 1.05m and below on linear measurement basis |
| 65 | Providing RCC spiral staircase as per approved design etc complete and as directed by the departmetal officiers |
| 66 | Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete. PWD Sl. No:: 670 conforming to IS 1726/1974 |
| 67 | Providing Reinforced cement concrete in M30 Design Mix using 20 mm HBGS for RCC Handrails of 0.75 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing |
| 68 | Refilling the foundation for service reservior with excavated earth (over than sand ) in layers of 15 cm thick well rammed, watering and consolidating etc., complete complying with standard specification as directed Officers PWD SOR Page No : 32, Sl.No: W0075 |
| 69 | Providing Reinforced cement concrete in M30 Design Mix for the RCC inside ladder for 60000 and Sumplitres OHT including the cost of reinforcement fabricating centering and shuttering,cost of mixing placing of concrete vibrating curing, finishing etc., complete |
| 70 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. |
| 71 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 100mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH |
| 72 | Supplying and laying Precast Designer Paver Block confirming to IS 15658-2006 specification manufacturing and laying standard of M40 grade 63 mm thick including the cost of paver block of size 225mm x 12.50 mm x 63 mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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