Tender For Under Cmlsy Construction Of 09 No. (Gen) Rooftop Rain Water Harvesting System In District Lucknow Lot-2 (*Gst Will Be Payable At The Prevailling Rates To All Items)
Tender Value
19.13 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
13 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
944
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Under Cmlsy Construction Of 09 No. (Gen) Rooftop Rain Water Harvesting System In District Lucknow Lot-2 (*Gst Will Be Payable At The Prevailling Rates To All Items)
BOQ
| Sl. No. | Item Description |
| 1 | Sifting of Mechanised boring machine to work site |
| 2 | Digging of pit for water collecting (Pit size = 3.0mX3.0mX1.00m = 9.00 m3) as per PWD DAR NO 2.6.1 |
| 3 | 14\\" Dia Drilling,Reamming & Assy. Lowering by small rig |
| 4 | Tractor Charges |
| 5 | Tankar charges |
| 6 | Labour Charges for filling of pea gravel |
| 7 | Development charge by compressor 365 C.F.M. (100 PSI) |
| 8 | Supply of 150 mm dia Plain PVC pipe 06 kgf/cm2 with coupler AS PER PWD MAT Chap-1 Sr.No.17(29) |
| 9 | Supply of 150 mm dia perforated PVC pipe 06 kgf/cm2 AS PER PWD MAT Chap-1 Sr.No.17(29) |
| 10 | supply of 16 No & 30 No Nylon mesh Tubelar bag 3.0m X 0 .45 m (as per MR) |
| 11 | Supply of 150 mm dia PVC End cap (as Per MR) |
| 12 | Pea Gravel as per Deptt Rate |
| 13 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 14 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 15 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 16 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 17 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 18 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 19 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 20 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 21 | Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) |
| 22 | Supply& Fixing of 160mm P.V.C Pipe 6kgf/cm² |
| 23 | Supply& Fixing of 110mm P.V.C pipe 6kgf/cm² |
| 24 | Supply of 110 mm P.V.C Socket |
| 25 | Supply of 110 mm P.V.C Elbow |
| 26 | Supply & Fixing of Micron nylone filter (as Per MR) |
| 27 | Supply & Fixing of 110 mm P.V.C support clip with gulli & screw (as Per MR) |
| 28 | Supply of P.V.C jointing solution ( tube) |
| 29 | Supply & Fixing of 110 mm P.V.C Tee (as Per MR) |
| 30 | Supply of C.I Jali 100X100mm |
| 31 | Excavation in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 M² on plan including getting out and disposal of excavated earth up to 50M and lift up to 1.5 m as directed by Engineer in charge. SI No. 2.1.1 0.0 to 0.3 m |
| 32 | 0.3 m & above, storage/recharge tank |
| 33 | Demolishing cement concrete manually/ by Mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge as per ID SCH CH-XVI Sr No-2(b) |
| 34 | Providing & laying in cement concrete of specifide grade excluding the cost of centering and shuttering all work up to plinth lavel. 1:6:12 cement, Course Sand 40 mm, gauge Brick ballast including complete work. S.I.No. PWD (SCH)-273 L=(8.21-2*0.6/2) |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as PER DAR No.4.1.3 |
| 36 | M-150 brick work with common burnt clay brick in foundation and plinth in 1:4 cement & C sand S.I. No. 6.1.1 L=(8.21-2*0.46/2) |
| 37 | M-150 brick work with common burnt clay brick in super structure above plinth level in 1:4 cement & C sand S.I. No. 6.4.1 |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DAR No.5.9.3 |
| 39 | Providing & laying in position specifide grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing & reinforcement all work up to plinth lavel. In ratio 1:2:4 ( cement, C Sand, graded stone aggregate 20 mm nominal size ) S.I.No. 5.1.3 |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bending all complete up to plinth level S.I. No. 5.22.6 |
| 41 | 12 mm thick cement plaster of mix. In Ratio 1:4 (1 cement and 4 coarse sand ) S.I. No. 13.4.1 |
| 42 | Neat Cement Punning as PER DAR NO 13.18 |
| 43 | Painting and slogan on filter chamber platform |
| 44 | Filling Of Brick ballast |
| 45 | Filling Of gravel/stone grit of size range 5mm to 10mm |
| 46 | Filling Of Coarse sand of size range 1.5mm to 2 mm |
| 47 | Laying of brick on flat with M150 brick |
| 48 | Marble sign board |
| 49 | Photography and Videography etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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