Tender For Reinforcment Of Sanyasiguda-I Tw Lift Irrigation Project Under Gudari Block Of Rayagada District.
Tender Value
6.51 Lakhs
Estimated cost
Bid Submission
14 Oct 2026
5 days left
EMD
6515
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rayagada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reinforcment Of Sanyasiguda-I Tw Lift Irrigation Project Under Gudari Block Of Rayagada District.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
| 2 | Earth work excavation in hard soil such as hard stiff clay,stiff blackcotton,hard red earth,shales,moorum ordinary gravels within 50 mtr.initial lead and 1.50 mtr.initial lift including rough dressing and breakingclods and stacking rubble or spreading and levellingwithin the site as the case may be etc.(Mechanical 60 % & Manual 40 %) |
| 3 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 4 | Cement concrete (1:4:8) with 4cm size h.g.c.b. metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge. |
| 5 | Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge. |
| 6 | Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in super structure complete as per the Engineer-incharge. |
| 7 | 12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 8 | (a) RCC ROOF SLAB AND CHAJJA |
| 9 | (b) RCC LINTEL |
| 10 | .(c) RCC FOUNDATION & PLINTH BEND,FOOTING,BADE OF COLUMN. |
| 11 | (d) RCC PILLAR |
| 12 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 13 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) |
| 14 | Dry Brick Khoa rammed to 10 cm. In Flooring. |
| 15 | 2.5 cm. AS flooring with Cement Concrete (1:2:4) with 12 mm. size HG chips with cement punning |
| 16 | Labour for fitting & fixing of MS Window grills including cost of screws complete |
| 17 | Labour for fitting & fixing of MS Door including cost of all materials complete |
| 18 | Cost of MS grill for Window |
| 19 | Cost of Iron Shutter (2.00 x 1.00) |
| 20 | Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. |
| 21 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
| 22 | Filling in F&P with excavated materials including well watered and rammed.in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels, within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods and stacking rubble or spreading and leveling within the site as the case may be etc; complete.asper direction of the Engineer-in-charge.(Mechanical plus mannual) |
| 23 | White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge. |
| 24 | Finishing wall with water proofing cement paints two coats for exterior walls |
| 25 | Priming 1 coats with approved primer on new work. |
| 26 | Painting of MS Door of Starter shed by enamel paint of approved quality and colour for painting over iron work including cost taxes etc. complete as per the direction of the Engineer-incharge. |
| 27 | Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
| 28 | Fitting of un plasticised 160mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
| 29 | Cost of Outlet in Distribution Tank |
| 30 | Labour charges for Lowering of 5.00 HP S/S Motor including fitting & fixing of suction and delivery pipe to motor, NR Valve, Sluice Valve and other fitting materials including cutting, welding etc. complete as per the direction of the Engineer-incharge. |
| 31 | Fabrication works,cutting & threading of pipe line etc. |
| 32 | Transportation charges of materials including loading, unloading and stacking properly as per the direction of the Engineer-incharge. |
| 33 | Cost of 5.00 HP S/S pump set having discharge of 840 LPM. |
| 34 | Control Panel with S/D Starter with MCB |
| 35 | Cost of 32 Amp.400 Volt TP Main Switch |
| 36 | 3 KVR Capacitor |
| 37 | Cost of 3 x 10mm2 T.D.Cable |
| 38 | 2.50 mm2 submersible 3 core flat cable with ISI mark |
| 39 | 7/20 PVC Wire |
| 40 | Cost of 80 mm dia G.I. Pipe |
| 41 | Cost of 100 mm dia G.I. Pipe |
| 42 | Cost of 80 mm dia G.I. Bend |
| 43 | Cost of 100 mm dia G.I. Bend |
| 44 | Cost of 100 mm dia G.I. Flange |
| 45 | Cost of 80 X 100 mm dia G.I. Reducer |
| 46 | Cost of 100 mm dia G.I. Nipple |
| 47 | Cost of 100 mm dia C.I.Reflux Valve (N.R.) |
| 48 | Cost of 100 mm dia C.I.Sluice Valve |
| 49 | Cost of 80 mm dia M.S.Clamp |
| 50 | Cost of 12 mm.dia Wire Rope |
| 51 | Cost of MS clamp for Starter & Main switch |
| 52 | Cost of 200 mm x 100 mm MS T/W Cap |
| 53 | Cost of 160 x 110 mm G.I. Reducer |
| 54 | Cost nut bolt & Rubber insertion,whitelead paint and transportation of pipes,pump and other fitting materials |
| 55 | Rigid UPVC pipe of 160 mm dia Ivory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC of straight length of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000 including transportation and laying at site all complete. |
| 56 | Cost of 160 mm x 160mm x 100 mm MS TEE with accessories |
| 57 | Cost of 160mm x 160mm x 160 mm Equal PVC Tee spigot design 6 kg. |
| 58 | Cost of 160 mm dia PVC End Cap spigot design 6 kg. |
| 59 | COST OF 200MM DIA PVC CASING PIPE ( SC.80.PIPE )AS PER EPM RATE CONTRACT. |
| 60 | LABOUR CHARGES FOR MAKING STAINER PIPE OUT OF TOTAL CASING PIPES INCLUDING LOADING AND UNLOADING & TRANSPORTATION. |
| 61 | COST OF 200MM DIA PVC WELL CAP. |
| 62 | COST OF 200MM DIA PVC CONE. |
| 63 | COST OF 200MM DIA PVC NIPPLE. |
| 64 | COST OF BENTONITE DRILLING MUD. |
| 65 | COST OF GRAVEL INCLUDING TRANSPORTATION. |
| 66 | COST OF COIR ROPE / COTTON WASTE |
| 67 | OPERATION OF RIG FOR DRILLING O TO 30 METER DEPTH. |
| 68 | OPERATION OF RIG FOR DRILLING 31 TO 36 METER DEPTH. |
| 69 | OPERATION OF 5 HP WATER PUMP. |
| 70 | MOVEMENT OF RIG FOR AVERAGE 50 KMS. |
| 71 | LOWERING OF 30 METERS DEPTH TUBE WELL PVC PIPE. |
| 72 | CLEANING AND DEVELOPING THE T/W WITH AIR COMPRESSOR CONTINEOUSLYTILL ADEQUATE DISCHARGE OF CLEAR AND SAND FREE WATER 0 TO 30 MTR. |
| 73 | LABOUR CHARGES FOR SITE CLEARANCE & RIG LEVELLING. |
| 74 | LABOUR CHARGES FOR EXCAVATION OF MUD PIT & CHANNEL |
| 75 | LABOUR CHARGES FOR LOADING ,UNLOADING OF CAMP MATERIALS |
| 76 | COST OF TRIAL BORING |
| 77 | Photograph of Project |
| 78 | Pump Chamber Wiring |
| 79 | Electrical installation and energisation |
| 80 | Making earthing with required earthing materials like Charcoal , Common salt , Conduit pipe, Soft solder , Alcape , Nuts & Bolts, Cable sockets etc including excavation of earth pits of size (1.20 M x 1.20 M x 1.5 M) for fixing of earthing pipes of size 37.5 mm dia x 1.5 M length with required slottings in Pipe and fitting with 37.5 mm dia G.I.Flange including excavation of earthing trench for laying of earthing G.I.Wire and filling the trench & pit after fixing of pipes on completion of earthing works including supply of all the materals, including transportation etc.complete as per the direction of the Site Engineer in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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