Tender For 1. Construction Of 30000 Litres Capacity Oht (12M Stagging) At K.Kothur H/O. Sigaramaganapalli. Estimate Amount: 1917000/-
Tender Value
19.17 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
14 days left
EMD
20000
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
Krishnagiri → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 1. Construction Of 30000 Litres Capacity Oht (12M Stagging) At K.Kothur H/O. Sigaramaganapalli. Estimate Amount: 1917000/-
BOQ
| Sl. No. | Item Description |
| 1 | 1. Construction of 30000 Litres capacity OHT (12m Stagging) at K.Kothur H/o. Sigaramaganapalli. Estimate Amount: 1917000/- |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth. A) First depth of 2m |
| 3 | B)Second depth of 1m |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 5 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers. |
| 6 | RCC in M30 GRADE using graded aggregates of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers |
| 7 | For items 1.5m to 4.5m Below GL. Footing |
| 8 | For items 0m to 1.50m Below GL |
| 9 | For items 0m to 4.5m Above GL |
| 10 | For items 4.51m to 7.32m Above GL |
| 11 | For items 7.32m to 10.98m Above GL |
| 12 | For items 10.98m to 14.64m Above GL |
| 13 | For items Above 14.64m to 18.30m from GL |
| 14 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x3mm of boarding |
| 15 | I) Plane Surface |
| 16 | Below GL |
| 17 | ABOVE GL to 3.30m |
| 18 | 5.30m . to 6.30m |
| 19 | 8.30m . to 9.30m |
| 20 | 11.31m to 12.30m |
| 21 | Curved Surface |
| 22 | 0 to 3.30m from floor level |
| 23 | Square column Below G.L. |
| 24 | Ground level to 3.30 m |
| 25 | Square column 3.31 to 4.30m |
| 26 | 4.31 to 5.30m |
| 27 | 5.31 to 6.30m |
| 28 | 6.31 to 7.30m |
| 29 | 7.31 to 8.30m |
| 30 | 8.31 to 9.30m |
| 31 | 9.31 to 10.30m |
| 32 | 10.31 to 11.30m |
| 33 | 11.31 to 12.30m |
| 34 | Supplying, fabricating 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 |
| 35 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 36 | Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c |
| 37 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc. RCC inner Ladder as per sub estimate. R.C.C. 1:1/2:3 using 20mm HBG Stone |
| 38 | R.C.C. 1:1/2:3 using 20mm HBG stone |
| 39 | Shuttering charges by using MS angle and MS sheet |
| 40 | Steel fabrication, placing and fixing of steel including cost of steel and binding wire etc., complete |
| 41 | Hoisting the inner access ladder and fixing in position as directed by the departmental officers |
| 42 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers. Mosquito proof |
| 43 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by Departmental officers |
| 44 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers |
| 45 | Vertical pipes at 0.45m spacing ( 3.142 * 5.34m / 0.45m = 38 nos) |
| 46 | Harizontal pipes over Vertical pipes ( 3.142 * 5.34m = 16.77m) |
| 47 | Supply and delivery of MS Base plate 40 x 6 mm thick for Hand Rails at 0.45 m height ( Horizantal ) Weight 1.99 kg / m = 3.14 *5.34 m = 16.77 m. Total Weight 16.77 m X 1.90 kg = 30.86 kg |
| 48 | Supply and delivery of MS Base plate of 100 x 100 x 6 mm thick over cover slab for fixing of 32 mm GI Pipes (Medium) Pipes vertical (approximately 0.750 grams for each) WR-M00051 |
| 49 | Supply and fixing of Anchoor fastner bolt 12 mm dia of 75 mm long in the base plates |
| 50 | Labour charges for Fabirication of MS flates and GI Pipes. 32 mm dia GI Ppes cutting charges |
| 51 | 32 mm dia GI Pipes Welding charges |
| 52 | MS Plates cutting charges |
| 53 | MS Flates Welding charges |
| 54 | Painting of Iron works. MS Flats ( 40 X 6 mm ) 80 + 12 = 92 mm |
| 55 | 32 mm dia GI Ppes Horizantal ( 3.142 * 16.77 m * 0.034 m = 1.79 sqm) and 32 mm dia GI Ppes Vertical = 38 nos x 0.90 m x0.034 m - 1.16sqm ( 1.79 + 1.16 =2.95 ) |
| 56 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications. CI man hole cover |
| 57 | Provision for pipe connection arrangements |
| 58 | 65mm Ø GI pipes for over flow & 1xl |
| 59 | 65mm Ø GI pipes for over flow & 1xl |
| 60 | 50mm Ø GI pipes for scour pipe 1xl |
| 61 | 65mm Ø GI pipe for delivery 1x1 pipe |
| 62 | 90mm Ø PVC Threaded coupler |
| 63 | 65 mm Ø PVC threaded coupler |
| 64 | 65mm Ø GI Tee |
| 65 | 65mm Ø GI 90degree Bend |
| 66 | 65mm Ø GI coupler |
| 67 | 65mm Ø GI union |
| 68 | 65mm Ø GI Elbow |
| 69 | 65x50mm Ø GI Reducer Medium |
| 70 | 75mmx 63mm PVC Reducer |
| 71 | 75mm PVC Threaded coupler |
| 72 | 75x90 PVC Reducer |
| 73 | 75x63 PVC Reducer |
| 74 | 65mm Ø GM Gate valve |
| 75 | 50mm Ø GM gate valve |
| 76 | 50mm Ø GI coupler |
| 77 | Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers |
| 78 | Provision for Soak pit as per sub estimate |
| 79 | Earthwork excavation and depositing on bank with initital lead of 10 m and lift of 2.00 m iin Hard stiff clay, stiff black cotton soil Hard red earth shales, murrams and earth mixed with small size in various classification of soil cofirm to SS.20B refilling of excaveted the earth etc. complete. |
| 80 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 81 | Brick work in Cement mortar 1:5 mix using country brick of size 22 x 11 x 7 cm including cost and conveyance and all labour charges etc., |
| 82 | Supply and filling of 40 mm HBG metal (Jelly ) including cost and conveyance and all labour charges etc., complete |
| 83 | Supply and filling of Sand as per specification including cost and conveyance and all labour charges etc., complete |
| 84 | Plastering with CM 1:5 mix to 12 mm thick including cost and conveyance and all labour charges etc., |
| 85 | Provision for distribution pipe line |
| 86 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete. Pipe Trench for 63mm 4ksc pipe |
| 87 | Refilling the foundation with excavated earth including consolidation as directed by the departmental officers. Pipe Trench, 63mm 4ksc pipe |
| 88 | Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete |
| 89 | 63mm 4KSCPVC Pipe including laying and jointing, |
| 90 | Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete |
| 91 | 63mm 4KSCPVC Pipe laying & jointing |
| 92 | 63mm PVC Elbow |
| 93 | 63mm PVC Tee |
| 94 | 63mm PVC End Cap |
| 95 | 63mmPVC Ball Valve |
| 96 | Provision sub Estimate for Pumping Pipe line |
| 97 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete. Pipe Trench for 75mm 4ksc pipe |
| 98 | Refilling the foundation with excavated earth including consolidation as directed by the departmental officers. Pipe Trench for 75mm 6ksc pipe |
| 99 | Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete |
| 100 | 75mm 6KSCPVC Pipe including laying and jointing, |
| 101 | Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete |
| 102 | 75mm 6KSCPVC Pipe laying & jointing |
| 103 | 75mm PVC Elbow |
| 104 | 75mm PVC Tee |
| 105 | 75mm PVC End Cap |
| 106 | 75 mmPVC Ball Valve |
| 107 | Provision for Chlorinator as per sub Estimate |
| 108 | 90mm dia PVC pipe |
| 109 | 63mm dia PVC pipe |
| 110 | 32mm dia PVC pipe |
| 111 | 63 x20mm PVC saddle |
| 112 | 90 x63mm PVC reducer coupler |
| 113 | 63mm x 50mm PVC reducer coupler |
| 114 | PVC gate valve 90mm dia |
| 115 | PVC gate valve 63mm dia |
| 116 | 32mm PVC Elbow |
| 117 | 32mm PVC End cap |
| 118 | 90mm PVC End cap |
| 119 | Cost of brackets for PVC pipes |
| 120 | Labour charges for fixing the PVC pipes and specials including all charges |
| 121 | Contingencies |
| 122 | Provision for Name Board |
| 123 | Provision for Photo Charges |
| 124 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) 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) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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