Tender For Renovation Of Pipe Line Irrigation Scheme On Koti River, Village - Khapiya, Panchayat - Bundu, Block - Keredari ,District :- Hazaribag
Tender Value
77 Lakhs
Estimated cost
Bid Submission
10 Aug 2026
9 days left
EMD
1.54 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hazaribagh → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Pipe Line Irrigation Scheme On Koti River, Village - Khapiya, Panchayat - Bundu, Block - Keredari ,District :- Hazaribag
BOQ
| Sl. No. | Item Description |
| 1 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50m. Including all lifts, levellings, ramming the foundation trenches, removing roots of trees,shrubs all complete job as per approved design, building specification and direction of E/I. (5.1.1) BCD |
| 2 | Earth work in excavation in foundation trenches as per designed section in ordinary soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. (6.1.8 Part-B WRD) |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I.(Vide classification of soil item- B). (5.1.2 BCD) |
| 4 | Providing clean coarse sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials,labour,royalty and taxes all complete job as per building specification and direction of E/I. (Mode of measurement compacted volume).(5.1.10 BCD) |
| 5 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete job as per building specification and direction of E/I. (5.6.1. BCD) |
| 6 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete job as per building specification and direction of E/I. (5.6.3 BCD) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (5.3.1.5) BCD |
| 9 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I. Part - B 6.4.8 Part - A4.28 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (5.3.9.1) BCD |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) (5.3.10) BCD |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3.11) BCD |
| 13 | Providing 75A brick work in C.M. (1:6) in Foundation and Plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints,cost of screening materials, raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. (5.2.3) BCD |
| 14 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.Part - B 6.4.11 Part - A 4.3 |
| 15 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. Part - B 5.5.5 Part - A 5.7.12 |
| 16 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I. Part - B 5.3.17 |
| 17 | Providing shuttering including strutting, proping etc.and its removal after use in Superstructure as per specifications and direction of E/I. Part - B 5.3.18 |
| 18 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I. Part - B 6.7.6Part - A 6.9 |
| 19 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I. Part - B 5.6.4Part - A 6.4 |
| 20 | Providing Tor steel Reinforcement of 8 mm dia rods as per approved design and drawing with cutting, bending, binding with annealed wire with cost of wire removal of rust, placing the rods in position (including carriage of bars to work site)all complete job per building specification and direction of E/I.TMT Fe 500{only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} (5.5.4 BCD) |
| 21 | Providing Tor steel Reinforcement of 10mm, 12mm & 16 mm dia rods as per approved design and drawing with cutting, bending, binding with annealed wire with cost of wire removal of rust, placing the rods in position (including carriage of bars to work site)all complete job per building specification and direction of E/I.(a) 10 mm TMT coil Fe 500{only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} (5.5.5 (a) BCD) |
| 22 | Providing Tor steel Reinforcement of 10mm, 12mm & 16 mm dia rods as per approved design and drawing with cutting, bending, binding with annealed wire with cost of wire removal of rust, placing the rods in position (including carriage of bars to work site)all complete job per building specification and direction of E/I.(c) 16 mm TMT coil Fe 500{only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} (5.5.5 (c) BCD) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (5.3.17.6) BCD |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors Roof, landing, balcony and access platform. (5.3.17.3) BCD |
| 25 | Providing 12mm thick C.P. (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.(5.7.3) BCD |
| 26 | Providing 12mm thick C.P. (1:4) with clean coarse sandof F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (5.7.2) BCD |
| 27 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (5.7.11) BCD |
| 28 | Hire charge of diesel operated pump for bailing out of water during construction all complete as per building specification and direction of E/l.WRD pg 48-12 |
| 29 | Cost of carriage of materials : Cement |
| 30 | Sand : |
| 31 | Stone Chips : |
| 32 | Boulder : |
| 33 | Metal : |
| 34 | Bricks: |
| 35 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I .Part - B 7.1.43.2 |
| 36 | E/W in filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at lead of 50m and initial lift of 1.5m all complete job as per building specification and direction of E/I. (5.1.7 BCD) |
| 37 | Supplying tools and labours for laying and jointing U.P.V.C pipes in trenches and making joints with U.PV.C collor and solvent cement, including providing night guard, barrier and red light to safe guard against ancident, all complete as per specification and direction of E/I. 210/200mm dia 3.1.36 E DWSD |
| 38 | Labour charge for fitting & fixing 150mm x 150mm x 150mm P.V.C. Tee of all pressure in position including carriage from site godown to work site, tools and plants etc. all complete job as per specification and direction of E/I. (8.67)WRD |
| 39 | 8'' (200mm) Agri (P.V.C) pipe (4kgf) C.E letter no 2783 dt. 31.12.2013 Sl no. -17 |
| 40 | 8'' dia (200mm) M.S Flange 6mm thick C.E letter no 2783 dt. 31.12.2013 Sl no. -42 |
| 41 | 6'' x 10'' (200mm) Reducer C.E letter no 2783 dt. 31.12.2013 Sl no. -102 |
| 42 | 6'' dia sluice valve ( comm. Part A m1039 B6 p-120) |
| 43 | 8\\" P.V.C. Tee thickness 6mm C.E Lt 2873 dt 31/12/2013, Sl.no-108 |
| 44 | 6\\" P.V.C Tee thickness 6mm (C.E. Lt-2873, dt-31/12/2013, Sl.no-107) |
| 45 | 8\\"(200 mm) P.V.C Tail piece (C.E. Lt-2873, dt-31/12/2013, Sl.No.-68) |
| 46 | 6\\" P.V.C. Flange (C.E Lt 2873 dt 31/12/2013, Sl.no-73) |
| 47 | Solvent Cement (Harward castle) (C.E. Lt-2873,dt-31/12/2013, Sl.no-134) |
| 48 | M-Seal C.E(C.E. Lt-2873,dt-31/12/2013, Sl.no-136) |
| 49 | Labour charge for fitting and fixing 100mm,150mm reducing socket (8.07) WRD |
| 50 | Iron and steel material plate size in mm over 12 upto 20 mm WRD M195 a (v) pg-39, Si.No.- 158 a (V) |
| 51 | Iron and steel material Channel size in mm 75x40 (Gr. A) WRD M195 d(i) pg-40,Si.No- 158 d(i) |
| 52 | Iron and steel material plate size in mm 8x10x1500 WRD M195 a(iii) pg-39S.I No.- 158 (a) (iii) |
| 53 | Mild steel bars (Av.MS) WRD M1673 pg-42, S.I No.- 181 |
| 54 | Head Mason (WRD pg-91) |
| 55 | Mason (WRD pg-91) |
| 56 | Mate (WRD pg-91) |
| 57 | Goods & Services Tax (G.S.T.) - 18% |
| 58 | Labour Cess - 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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