Tender For Boq For Construction Of Kumardungi Block C Us Water Supply Scheme Under D.W. & S. Division Chaibasa.
Tender Value
35.64 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
1 days left
EMD
71500
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
West Singhbhum → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Boq For Construction Of Kumardungi Block C Us Water Supply Scheme Under D.W. & S. Division Chaibasa.
BOQ
| Sl. No. | Item Description |
| 1 | HYDT :Cost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site. |
| 2 | (a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119) |
| 3 | (b) Above 50.00 m depth. In Rural Areas |
| 4 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 120) |
| 5 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B) |
| 6 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I (Annexure I Attached) (As per Old Model Estimate) |
| 7 | Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced veritcally not more than 4.5 metres centre to centre for ESR having capacity 500 Cum & not more than 6m c/c for ESR having capacity above 500 cum, including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly & valve of inlet, outlet, washout, overflow and bypass arrangements as per design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers indicators, lightening conductor, G.I. water level pipe railing around walk way and top slab providing spiral stair case from ground level to roof level,MS grill gate of 2 M. valves ventilating shafts, providing and with locking arrangement.Ht applying three coats of cement paint to the structure including roof slab and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. |
| 8 | 1. The design of the structure be in accordance with relevant I.S. 3370 -1965 or revised |
| 9 | 2. The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920/1993 for seismic force and I.S. 11682/1985 for RCC staging of overhead tanks and for seismic zone 3. |
| 10 | 3. For design having more than 6 columns, provision of internal bracing is obligatory. |
| 11 | 4. The entire structure shall be in M-300 mix only |
| 12 | 5. Plain round mild steel bars grade - I confirming to I.S. 432 part - I or high yeild strength deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade - II mild steel bars will not be allowed. |
| 13 | 6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 14 | 7. The rates include providing M.S. ladder for ESR upto 2 lakh lit. capacity & providing spiral staircase for ESR above 2 lakhs lit. capacity. |
| 15 | 8. Staging will have to be designed with stresses of M - 300 concrete but actual construction shall be done in M-300 |
| 16 | 9. These rates are including the cost of uplift pressure if any and entire dewatering during execution.Extra provison to be made for water logged area. |
| 17 | 10. The rates indicated in the table are excluding the cost of pipes, special and valves required for inlet, outlet, washout overflow & bye pass arrangement .The scope of work, however includes cost of errcting, laying and jointing of pipes and valves including cost of jointing material upto 5M beyond outer face of outermost column. |
| 18 | 11. For pipe diameters only upto 300mm, C.I. Pipes and C.I. Specials shall be used. For pipe diameters above 300mm M.S. pipes and M.S. specials (minimum 10mm thick) shall be used with proper anti-corrosive epoxy treatment from inside and outside. |
| 19 | 12. Below mentioned rates are for foundation, with individuals footing withbearing capacity of 20 tonnes per square meter. for raft foundation,these rates shall be increased by 7.5 % where safe bearing capacity(SBC) is 5 MT. per sq.m. and by 5 % where SBC is more than 5 MT/ sqm and upto 10 Mt/sqm. This % of 5% or 7.5% is appllicable for estimation of amount of L.S. items ESR for extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR item. |
| 20 | 13. These rates are applicable for staging height of 12 M . The rate shall be increased or decreased as per Ht.in M. |
| 21 | 12 to 16 M - 2 % increase / decrease per M |
| 22 | 16 to 20 M - 3 % increase / decrease per M |
| 23 | RCC ESR ( minimum six no. of columns to be provided) |
| 24 | capacity 50000 lit , 15 M staging ( for 3 m incresase in height rate is increased by 6% with 10% contractor profit , 1095110 x 1.1 x 1.06)including 5% Decrease for Seismic Zone II (569318.40) |
| 25 | Add 10% for cost of pipe,Specials required for inlet,outlet,washout,overflow and bye pass arrangement etc. |
| 26 | Supplying Installation of 3HP Submersible electric Water pumpset confirming to IS8034 and motor confirming to IS9283. pump shall be suitable for various deliveryn head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller .motor suitable for working on 415+-10% 3PH,50Hz,A.C supply with cable guard thrust carbon /fibre bearingto withstand entire hydraulic thrust water proof winding shall be provided . the pump set shall be suitable for direct coupling . pump shall have suitable outlet as per manufacturer design anti thrust stream lined non return valve shall be provided with pump.3 meter submersible copper conductor cable in single/ double run shall be provided with each pump.submersible pump set 100 mm dia upto 20 stages. (kirlosker/crompton pump set) |
| 27 | 7.5 HP Submersible motor pump |
| 28 | 2 core 6 sq mm PVC insulated , PVC sheathed copper conductor flat subermisible cable |
| 29 | D.O.L starter with SS Enclousre with 380/415 volt coil as per IS 3914 for 3 HP & 1.5 HP |
| 30 | Supplying fitting and fixing of 50mm GI column Pipe for lowering in bore |
| 31 | Earthwork in Excavation in foundation trenches in ordinary soil (wide classification of soil item- A) & disposel of excavated earth as obtained to a distance up to 50 M including all lifts,levelling,removenig the foundation tranches,removeing roots of trees.shurb% all complete as per approved design. building specification and direction of E/I |
| 32 | providing coarse clean sand in filling in foundation tranches all in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume) |
| 33 | Providing PCC M-100 with nominal mix (1;3;6)in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) clean coarse sand of F.M 2.5 to 3 including screening,shuttering,mixing cement concrete in mixer and placeing in position vibrating strinking curing taxes and royalty all complete as per buillding specification and direction of E/I |
| 34 | Providing designation 75 A brick work in C.M (1.6) m foundation and plinth with approvied quality of clean course sand of F.M 2 to 2.5 including providing 10 mm thick morter joints costs of screening materials ranking out joints to 15 mm depth curing taxes and royality all complete as per bulding specefication and direction of E/I. |
| 35 | Providing 25 mm thick damp proof cource with cement concrete m-200 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean cource sand of FM 2.5 to 3 including screening shuttering and mixing cement concrete in mixer with 5% cico or any other approvied water proofing compound & placing in position ,strinking curing taxes and royality all complete as per building specification and direction of E/I. |
| 36 | Providing designation 75 A brick work in C M (1:3) in superstructure with approvred quality of clean course sand of F.M 2 to 2.5 including providing 10 mm thick morter joints costs of screening materials scaffolting raking out joints to 15 mm depth curing taxes and roylaty all complete as per building specification and direction of E/I. |
| 37 | Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.11 |
| 38 | Providing average 63mm thick R.C.C M-200 with nominal mix of (1:1.5:3) chajja & in shelves with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering, shuttering, & mixing cement concrete in mixer & placing in position vibrating, striking, 6mm cement plaster (1 :4) in ceiling & sides of chajja with sand of F.M 1.5 , curing (but excluding the cost of reinforcement ) taxes, & royalty all complete as per building specification of E/I. |
| 39 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean course sand FM 2.5 to 3 in cluding screening centring shuttering mixing cement concrete in mixing & placing in position vibreting striking curring (but excluding the cost of renforcement ,taxes and royaility all complete as per building specification and direction of E/I. |
| 40 | Providing R.C.C M-200 with nominal mix of (1:1.5:3)in beam all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixter and placing in position ,vibrating ,striking curing (but excluding the cost of renforcement ,taxes and royaility all complete as per building specification and direction of E/I. |
| 41 | Supplying, fitting and fixing 20 gauge GI sheet gate fitted on M-S angle frame of size 60x60x6mm, including cost of fabrication, pro viding necessary locking arrangement with hackle and domny duly fixed in P-C-C- (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I- |
| 42 | Supplying fitting and fixing M.S grill made of 20*6 mm M.S. flat as per approved design and drawing properly fabricated with joints continious fillet welded and finished smooth carrage of graill to work site. Hosting as per building specification and direction of E/I. (where materials is not supplyed by the dept.) |
| 43 | Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 44 | Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 45 | Providing 50cement concrete flooring (1:2:4) with stone chips in 20 to 6mm sizes graded floor finished with floating coat of neat cement in pannels including cost of curing, taxes & royalty with all complete as per building specification & direction of E/I. |
| 46 | Providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of E/I. |
| 47 | Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden surface after including preparing the surface after cleaning removing dirt including scales smokes grease and sand papering including cost of scarfholding and taxes all complit as per building specification and direction of E/I. |
| 48 | Providing TMT steel reinforcement 8mm dia rods to 12mm dia as per approved dasign and drawing excluding carrige of M.S. roads (Straight or in coils) to work site, cutting, bendings end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. |
| 49 | Providing R.C.C M-200 with nominal mix of (1:1.5:3)in beam all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixter and placing in position ,vibrating ,striking curing (but excluding the cost of renforcement ,taxes and royaility all complete as per building specification and direction of E/I. |
| 50 | Providing R-C-C-M-200 with nominal mix of (1:1½:3) in columns 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 of 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I |
| 51 | Carrage of materials from divisional store of site or quarry sitlye to work site including contract profile loading unloading transportation etc.all complete. @ 10% |
| 52 | Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 53 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete |
| 54 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- |
| 55 | DistributionProviding and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. |
| 56 | 50 mm HDPE Pipe- |
| 57 | 20 mm MDPE Pipe- |
| 58 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. |
| 59 | 50 mm HDPE Pipe- |
| 60 | 20 mm HDPE Pipe- |
| 61 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. |
| 62 | Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. |
| 63 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 64 | (a) Elbow 15 mm dia. |
| 65 | (a) Reducer Socket - 20 x 15 mm dia. |
| 66 | (a) Nipple - 15 mm dia. |
| 67 | (a) Plain Socket - 15 mm dia. |
| 68 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. |
| 69 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm |
| 70 | Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. (As per Annexure II Attached) |
| 71 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. |
| 72 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate) |
| 73 | O & M cost per annum |
| 74 | Add GST @ 18% |
| 75 | Add 1% Labor Cess : Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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