Tender For Construction Of Mukhyamantri Solar Energy Powered Lift Irrigation Scheme In Khunti Village, Khuntipani Block , District- West Singhbhum, Jharkhand
Tender Value
1.48 Crore
Estimated cost
Bid Submission
24 Jul 2026
3 days left
EMD
2.97 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
West Singhbhum → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mukhyamantri Solar Energy Powered Lift Irrigation Scheme In Khunti Village, Khuntipani Block , District- West Singhbhum, Jharkhand
BOQ
| Sl. No. | Item Description |
| 1 | Solar Module Mounting (Galvanised Steel) surface structure (for 10 KW) having Hot deep galvanised of Zinc thickness 80 micron and as per IS4759 with C Channel & anti theft with Nut Bolt of grade SS304, which should also withstand high wind velocity upto 150 km/hr or as per MNRE. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 01) |
| 2 | 10 kWp SPV module of 330wP or higher rating, which must have Specification as per IS 14286/IEC 61215. The module must have to quilify IS/IEC 61730 part I & II (or having mechanical load test of 5400 Pa) for safety purpose. Module to Module wattage mismatch in SPV Array shall be +/-3% and to qualify IEC TS 62804-:2015 for the delection of potential induced degradation and warranted for output wattage not less then 90% in 10 yrs and 80% at the end of 25yrs as per MNRE. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 02) |
| 3 | USPC controller with SPV module/VFD integrated with GPRS, having MPPT, Protection IP 65 or above as per MNRE to run 10 HP AC Induction motor pump set. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 03) |
| 4 | Solar cable 4 mm2 used as per IS 694 or as per MNRE. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 04) |
| 5 | copper cable 95 mm2 used as per IS 694 or as per MNRE. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 05) |
| 6 | copper cable 16 mm2 used as per IS 694 or as per MNRE. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 06) |
| 7 | suppling and commissioning of earthing and lighting arrestor and surge protection as per IS 3043, IEC 62305-3 and IEC 63227 for 10 HP AC Induction motor pump set. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 07) |
| 8 | 10 H.P A.C. inducation motor Solar pump set of having performance with respect to Total Head, Maxlmum Current, Capacity, Voltage Range etc as per MNRE guidelines. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 08) |
| 9 | Miscllaneous Accessories for Installation of 10 H.P. A.C induction motor Solar Pump (LS) (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 09) |
| 10 | Supplying ,installation and commissioning charge of Module and Structure for 10kW. (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 10) |
| 11 | Maintenance for atleast 5 years or as per MNRE guidelines (S.E M.I Ranchi, Lt-138 , dt- 25/02/2025 , sr.no- 11) |
| 12 | Iron and Steel material Plate size in mm over 12 upto 20 mm ( WRD, pg-39, M195(a)(v)) |
| 13 | Providing coarse clean sand in 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 as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.10 BCD) |
| 14 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) (5.1.7 B.C.D) |
| 15 | PVC Tee 4\\" (100 mm × 100 mm ×100 mm) (C.E. letter- 2873, dt- 31/12/2013, Item No- 105) |
| 16 | PVC Tee 6\\" (150 mm × 150 mm ×100 mm) (C.E. letter- 2873, dt- 31/12/2013, Item No- 107) |
| 17 | PVC bend 4\\" (C.E. letter- 2873, dt- 31/12/2013, Item No- 111) |
| 18 | PVC bend 6\\" (C.E. letter- 2873, dt- 31/12/2013, Item No- 113) |
| 19 | PVC bend 250 mm (C.E. letter- 2873, dt- 31/12/2013, Item No- 115) |
| 20 | PVC end plug 10\\" (C.E. letter- 2873, dt- 31/12/2013, Item No- 120) |
| 21 | PVC Tee 10\\" ( 250 mm × 250 mm ×150 mm) (C.E. letter- 2873, dt- 31/12/2013, Item No- 260) |
| 22 | MS Pipe tata (C-class)- 110 mm (C.E. letter- 2873, dt- 31/12/2013, Item No-1) |
| 23 | 4\\" MTA (C.E. letter- 2873, dt- 31/12/2013, Item No-27) |
| 24 | PVC reducer 6\\" × 4\\" mm (C.E. letter- 2873, dt- 31/12/2013, Item No-95) |
| 25 | 160 mm dia M.S. pipe Tata Class C (C.E. Lt-2873, DT-31/12/2013, item-3) |
| 26 | 4\\" dia G.I. Flange (C.E. Lt-2873,dt-31/12/2013, item-39) |
| 27 | 150 mm dia G.I. Flange (C.E. Lt-2873,dt-31/12/2013, item-41) |
| 28 | 150 mm dia G.I. Flange (C.E. Lt-2873,dt-31/12/2013, item-41) |
| 29 | 250 mm Flange (C.E. Lt-2873,dt-31/12/2013, item-43) |
| 30 | 4\\" x 8\\"/10\\" Reducer (C.E. Lt-2873,dt-31/12/2013, item-96) |
| 31 | 10\\" M.S. Pipe (C.E. Lt-2873,dt-31/12/2013, Sl. No.-5) |
| 32 | EPDM gasket in kg (above 60g/m) (Common SOR, pg- 68, M1192) |
| 33 | Foundation bolt of Size M16 450 mm (Common SOR, pg- 183, M1911) |
| 34 | G.I Plain washer (common SOR, Pg- 66, M1158) |
| 35 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.1) |
| 36 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR 2023, pg- 1477, 18.35.1) |
| 37 | Supplying labours and tools for laylng and Jointing H.D.P.E. pipes in trenches and making butt welded joint, supplylng heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against ancident, all complete as per specification and direction of E/I, (H.D.P.E. pipes will be supplied departmentally free of cost). (b) 110/100 mm dia (DWSD 3.1.37B) |
| 38 | Supplying labours and tools for laylng and Jointing H.D.P.E. pipes in trenches and making butt welded joint, supplylng heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against ancident, all complete as per specification and direction of E/I, (H.D.P.E. pipes will be supplied departmentally free of cost). (b) 160/150 mm dia(DWSD 3.1.37D) |
| 39 | Supplying labours and tools for laying and jointing A.C.pressure pipein trenches (As per l.S.S.) with G.l. detachable joints with \\"O\\"rings, including providing night guard, barrier and red light to safe guardagainst accident all complete as per specification and direction ofE/I. (Pipe will be supplied departmentally free of cost). (F 250 mm)(DWSD 3.1.38F) |
| 40 | Labour charge for one cuttlng of H.D.P.E/U.P.V.C/AC pressure pipe and specialsincluding supplyinq, necessary tools and plants, chipping or filling thesurface finish as per speclflcatlon and direction of E/l. 100 mm HDPE pipe. (DWSD 3.1.44 c(ii)) |
| 41 | Labour charge for one cuttlng of H.D.P.E/U.P.V.C/AC pressure pipe and specialsincluding supplyinq, necessary tools and plants, chipping or filling thesurface finish as per speclflcatlon and direction of E/l.150 mm HDPE pipe. (DWSD 3.1.44 c(iv)) |
| 42 | Labour charge for one cuttlng of H.D.P.E/U.P.V.C/AC pressure pipe and specialsincluding supplyinq, necessary tools and plants, chipping or filling thesurface finish as per speclflcatlon and direction of E/l.. 250 mm HDPE Pipe. (DWSD 3.1.44 c(vi)) |
| 43 | G.I bend 150 mm (DWSD SOR pg- 44, M1027(100-150 mm dia)) |
| 44 | DI Special flanged Taper of large Nominal diameter 150 mm and small nominal diameter 100 mm of weight (Signle Taper) 18 kg (DWSD SOR pg- 44, M1027(200-300 mm dia)) |
| 45 | G.M full way valve (ISI mark) (DWSD SOR, pg-31, M924(f)(viii)) |
| 46 | 100 mm G.I Bend (DWSD SOR, pg-33, M930(a)(ix)) |
| 47 | 100 mm G.I Reducing socket plain (DWSD SOR, pg-33, M930(f)(viii)) |
| 48 | 80 mm G.I Nipple (DWSD SOR, pg-35, M930(J)(ix)) |
| 49 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. (i) 90 Degree bend 110 mm outer dia (DWSD, pg- 114,3.1.40 (a)(ii)) |
| 50 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. (iii) 90 Degree bend 150 mm outer dia (DWSD, pg- 114,3.1.40 (a)(iv)) |
| 51 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. (iv) 100/100 Tee (DWSD, pg- 114,3.1.40 (B)(ii)) |
| 52 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. (v) 150/100 Tee (DWSD, pg- 114,3.1.40(B)(iv)) |
| 53 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. (vii) 250/150 Tee (DWSD, pg- 114,3.1.40(B)(v)) |
| 54 | Supplying labour for laying and jointing H.D.P.E. Special as pe I.S.S. specification and direction of E/I. 90 Degree bend 250 mm (DWSD, pg- 114,3.1.40(v)) |
| 55 | 100 mm dia G.M Non Return Valve (DWSD, pg- 32, M926(ix)) |
| 56 | 100 mm G.I. Reducing Tee (DWSD, pg- 34, M930(D)(Viii)) |
| 57 | 100 mm dia G.I. Nipple (DWSD, pg- 35, M930(J)(ix)) |
| 58 | DI Special Blank Flange of Nominal diameter 250 mm and of weight (Signle Blank Flange) 17 kg (DWSD, pg- 44, M1027(200-300 mm dia)) |
| 59 | 180 mm dia HDPE Pipe (grade-PE80-PN10) (DWSD, pg- 46, M1028) |
| 60 | 280 mm H.D.P.E Rising main pipe (grade-PE80-PN10) (DWSD, pg- 46, M1028 ) |
| 61 | Pressure gauge (100 mm dia) (DWSD, pg- 67, M1056) |
| 62 | 150 mm dia C.I. Foot Valve (DWSD, pg- 77, M1063) |
| 63 | 110 mm dia HDPE Pipe (grade-PE80-PN10) (DWSD, pg-45, M1028) |
| 64 | 150 mm dia G.I Sluice Valve without bypass arrangement PN-1.0 (DWSD, pg-63, M1039(B)(6)) |
| 65 | 250 mm C.I. Non-Returning Reflux Valve without by pass arrangement PN 1.6 (DWSD,pg-61, M1039(A)(8)) |
| 66 | Labour charge for fitting & fixing of 150 mm foot valve (WRD 8.1) |
| 67 | Labour charge for fitting & fixing of 125 mm N.R. valve & sluice valve (WRD 8.13) |
| 68 | Labour charge for fitting & fixing of 150 mm N.R. valve & sluice valve (WRD 8.15) |
| 69 | Labour charge for fitting & fixing of 250 mm N.R. valve & sluice valve (WRD 8.17) |
| 70 | Labour charge for fitting fixing G.I Bend (WRD 8.5) |
| 71 | Labour charge for fitting & fixing of GI Nipple including threading (WRD 8.53) |
| 72 | Labour charge for fitting & fixing of 250 mm PVC/GI Bend including threading (WRD 8.68) |
| 73 | Labour charge for threading of M.S. pipe (WRD 8.87) |
| 74 | Labour charge for fitting fixing G.I reducer (WRD 8.9) |
| 75 | M.S. Clamp (WRD, Pg-35, M061) |
| 76 | Channel size in mm 75×40 Gr. A (WRD, pg- 40, M195(d)(i)) |
| 77 | Channel size in mm 100×50 Gr. A (WRD, pg- 40, M195(d)(ii)) |
| 78 | Nuts and bolts (WRD, Pg-35, M063) |
| 79 | Earth work 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 leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) (5.1.1 + 5.1.2 B.C.D) |
| 80 | Providing designation 75 B brick work in C.M. (1:6) in superstructure 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. (5.2.14 B.C.D) |
| 81 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (5.3.17.1 B.C.D) |
| 82 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (5.3.17.6 B.C.D) |
| 83 | Providing TOR steel reinforcement of 10 mm, 12 mm & 16 mm dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I.a) 10 mm (TMT coil Fe 500) (5.5.5a BCD) |
| 84 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3 B.C.D) |
| 85 | providing Tor steel reinforcement of 8 mm, 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.8mm dia - (BCD 5.5.4) |
| 86 | |Providing 12mm. cement plaster (1:3) 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/l.(5.7.1 BCD PART B) |
| 87 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals· and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (WRD 6.1.3.1 Part A, 2.02) |
| 88 | PVC Tape.(Item-195, C.E.Lt-2873, dt-31.12.2013) |
| 89 | 100 Watt Bulb.(item 203, C.E.Lt-2873, dt-31.12.2013) |
| 90 | Supplying and fxing of following piano type switch / socket on the existing switch box / cover including connections etc. as requted.(Electrical Part B, pg-69, 1.23)5/6 amps, one way switch (1.23.1) |
| 91 | 1½\\" P.V.C. Flexible Pipe.(Item-199, C.E.Lt-2873, dt-31.12.2013) |
| 92 | Supplying and fxing of following piano type switch / socket on the existing switch box / cover including connections etc. as requted.(Electrical Part B, pg-69, 1.23)3 pin 5/6 amps, socket outlet (1.23.4) |
| 93 | 5 Ampere switch.(Item-214, C.E.Lt-2873, dt-31.12.2013) |
| 94 | 7/20 Copper Wire, ( item 194, C.E.Lt-2873, dt-31.12.2013). |
| 95 | Batten Holder. (Item-198, C.E.Lt-2873, dt-31.12.2013) |
| 96 | 7/18 Copper Wire (Item 197, C.E.Lt-2873, dt-31.12.2013) |
| 97 | Supplying and fixing of following sizes of PVC/G.I box on surface / recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. (Electrical Part B, pg-69, 1.22).72 mmx226mmx 48mm deep/ (4\\" x 10\\") (1.22.4) |
| 98 | Point wiring in PVC Cunduct with Piano Type switch. Wiring for Light point, fan point, exhaust fan point, call bell point with 1.5 sq mm FR PVC insulated copper cunducter sigle core in surface/recessed PVC cunduit, piano type switch, phenolic laminated switch with suitable size PVC/MS box etc. as required. 1.1 (1.1.1 Group A) Energy PART B |
| 99 | Ampere Meter - 60 A ( item-189, C.E.Lt-2873, dt-31.12.2013) |
| 100 | Voltmeter - 500 V ( item-188, C.E.Lt-2873, dt-31.12.2013) |
| 101 | Single Arm 1 mtr long (Electrical Part B, Page No-49, M770) |
| 102 | LED flood light (Electrical part B, Page No 54, M845) |
| 103 | S.I.T.C of floowing rating LED Flood lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC,50Hz. Luminarie shall be confirm to IS:10322 part-5/section-5 and shall be complete with all neccssary accessories as required 30W LED Flood light (Electrical Part B, Page No 89, 9.2.1) |
| 104 | 63A Copper bushbar - 3 Phase 4 Pole(Item 201, C.E.Lt-2873, dt-31.12.2013) |
| 105 | Erection of C.C. Pole upto 13 m in B.B. :-Erection of Metallic Pole of following length in Cement concrete (1:3:6) foundation including excavation and refiling etc. as required8.2.2 Abobe 6.5 meter upto 8 mtr (electrical part B, page no 88, 8.2.2) |
| 106 | Wooden panel board for fitting main switch, volt meter, amp. meter etc. ( Item-202, C.E.Lt-2873, dt-31.12.2013) |
| 107 | 63A TPM 415/440 V main switch .( item-187, C.E.Lt-2873, dt-31.12.2013) |
| 108 | Swaged steel tubular pole ( 410SP-2) of height 7 Mtr. onfirming to lS:2713 (Part II ) in three section with steel base size, bottom of the pole made of 50 mm dia MSB Clamp pipe welded to 300 mm long MS canopy of suitable dia at an angle of 102.5 suitable size of nuts and bolts including rating of one cost steel primer and two coat of read - oxide all complete as required. (Without Arm) (Electrical Part B, Page No- 49, M776) |
| 109 | 1100 to 1200VA sine wave inverter input AC range-10OV to 300V AC, wide- 90V to 300V AC, standard - 180V to 260y AC, DC range - 10.5 to 14.2, efficiancy- 80%, protection-overload, Short circuit (Electrical Part B, pg-59, M1525) |
| 110 | 150Ah tubular Lead acid battery with 36 month replacement guaranty. IS:L652:1991 (Electrical Part B, pg-60, M1534) |
| 111 | Labour for fitting and fixing barbed wire fencing in 6 rows,horizontal upto aheight of 1.85 M and 2 Diagonals including fixing of post in cement concrete at 2.5 M centres including cost of staples as per building specification and direction of E/I. ( 5.5.22 BCD PART B) |
| 112 | Drilling 6mm dia holes MS angle iron for fixing of staples etc as as per building specification and direction of E/I. (5.5.23 BCD PART B) |
| 113 | Labour for cutting of MS angle iron post to require length, one end splitted as fishtailed in a length of 150mm complete as per building specification and direction of E/I. (5.5.24 BCD PART B) |
| 114 | Supplying, Fitting and fixing M.S. grill gate M.S grill made of 20 x 6mm M.S. flat or 16 mm M.S. square bars fitted on 25x25x6 mm M.S. angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal 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. (5.5.30 BCD PART B) |
| 115 | iron and Steel Materials. Angle (75x75x8 ) (M-195 b(iii) )(P-40) WRD) |
| 116 | Providing Barbed wire of 4 point ,2 ply 12 swg , 150 mm apart all complete job. As per specification and direction of E/I. (M215 P56 SN.31 COMMON PART A) |
| 117 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l.(ii) 4M to 5M (3.1.64 PHED PART B) |
| 118 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (A) E/W up to 3 metre depth below G.L.(3.1.64 PHED PART B) |
| 119 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (i) 3M to 4M (3.1.64 PHED PART B) |
| 120 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (iii) 5M to 6.00M (3.1.64 PHED PART B) |
| 121 | Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (iv) 6M to 6.25M (3.1.64 PHED PART B) |
| 122 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per specification and direction of E/l. (3.1.68 PHED PART B) |
| 123 | Supplying materials and labour for fixing 20mm dia M.S. bar steps in steining wall of 0.30 M interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. (3.1.71 PHED PART B) |
| 124 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (5.2.31 BCD PART B) |
| 125 | Providing R.C.C. M-200 with nominal mix of (1:1½:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l. (5.3.10 B.C.D) |
| 126 | Providing R.C.C. M-200 with nominal mix of (1:1½:3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l. (5.3.11 BCD PART B) |
| 127 | Providing 25mm precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6mm nominal size and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/l. (5.3.21.3 BCD PART B) |
| 128 | Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing and specification and direction of E/l. (5.6.1 COMMON PART A SL NO 6.1) |
| 129 | Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials but excluding the cost of carriage as per specification and direction of E/l. (5.6.2 COMMON PART A SL NO 6.2) |
| 130 | Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design drawing and specification and direction of E/l. (5.6.3 COMMON PART A SL NO 6.3) |
| 131 | Supplying and laying boulder in rock toe in trenches of the dam as per design, drawing including the cost of materials royalty and taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l. (5.6.4 COMMON PART A) |
| 132 | Providing 25 mm. thick cement plaster (1:4) with clean coarse sand of F.M. 1.5.inctuding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (5.7.12 BCD PART B) |
| 133 | Earth Work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150 mm thick well watered (6.1.16 WRD) |
| 134 | Labour charge for fitting and fixing 600mm x 300mm C.I. grating in the steining walls of intake well as per specification and direction of E/I. (8.59 WRD PART B) |
| 135 | Hire charge of diesel operated pump for bailing out of water during construction all complete as per building specification and direction of E/l. (PM-29 SN.10 Pg-83 WRD PART B) |
| 136 | Earth work 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 leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 BCD) |
| 137 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal size) (5.3.2.2 BCD) |
| 138 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (D.S.R 16.91.2) |
| 139 | E/W in excavation of foundation trenches as per designed section in all kind of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same( beyond 50 m away from the toe of the dam in the country side) within initial lead of 150 m and initial lift of 1.5 m. All lifts as per specification and direction of E/I. (5.1.8 WRD PART B) |
| 140 | Providing 75A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints,costs of screening,materials, scaffolfing, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I,. (5.2.11 BCD PART B) |
| 141 | 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 B.C.D) |
| 142 | Providing shuttering including strutteing, propping etc. and its removal after use in foundation work as per specification and direction of E/l. (5.3.17 WRD) |
| 143 | Providing shuttering including strutteing, propping etc. and its removal after use in superstructure portions of various componets of dam work as per specification and direction of E/l. (5.3.18 WRD) |
| 144 | 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 B.C.D) |
| 145 | Supplying, fitting and fixing M.S. grill made of 20x6 cm M.S. flat / square bar as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.) (5.5.12 BCD PART B) |
| 146 | Supplying, fitting and fixing 20 gauge GCI sheet gate fitted on MS angle frame of size 60*60*6mm. including cost of fabrication providing necessary locking arraangment with haskal and dommy duly fixed in PCC (1.2.4)block of required size applying a priming red lead paint over steel work tax all complete as per drawing specification and direction of E/I. (5.5.29 BCD PART B) |
| 147 | Providing Tor steel reinforcement of 10mm.,12mm & 16 mm. dia barsaS per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I.b) 12 mm (TMT coil Fe 500) {Only valid for Tata Tiscon, SAIL, JSPL,Electrostee! Steels Ltd. Bokaro and Vizag (RINL)}(5.5.5 (b) BCD PART B) |
| 148 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm down stone chips finished with flooring coat of neet cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of E/l.. (5.6.9 BCD PART B) |
| 149 | Providing 12mm cement plaster (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 B.C.D) |
| 150 | Providing 6 mm cement plaster (1:4) 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. (5.7.6 BCD PART B) |
| 151 | Providing two 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 scaffolding , curing and taxes all complete as per building specification and direction of E/I. (5.8.24 BCD) |
| 152 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning,removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification).(5.8.41 BCD PART B) |
| 153 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specificationand direction of E/I. (5.8.43 BCD PART B) |
| 154 | Providing clean coarse sand filling in foundation trenches and plinth including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37 WRD PART B) |
| 155 | Providing designation 75A one brick flat soling joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. (7.7.14 WRD ) |
| 156 | Intergral Crystalline admixture (For use in Wall, floor, column of basement only, 1.2% of weight of cement ) (DSR vol-1, Pg- 09 code - 0352) |
| 157 | chequered plate 7 mm (Item-2 of BOM) (WRD, M195, Pg-40, a(ix)) |
| 158 | MS tube NB 50 mm light weight as per IS 1239 (Item-11 of BOM) (Common SOR, pg- 69, M1218) |
| 159 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR, 10.25.1) |
| 160 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR, 10.26.1) |
| 161 | Foundation Bolt M16 (Item-6 of BOM) (WRD, M1911, pg-39, a(iv)) |
| 162 | 150×75 channel size in mm (Gr. A) (Item-1 of BOM) (WRD, M195, pg- 40, (d)(iv)) |
| 163 | 6 and 8 mm MS plate (WRD, M195, pg-39, a(ii) & a(iii)) |
| 164 | 12 mm MS plate (WRD, M195, pg-39, a(iv)) |
| 165 | 50×50×6 Angle (Gr. A) (Item-4 of BOM) (WRD, M195, pg-40, b(i)) |
| 166 | Providing designation 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 10 mm 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/. all complete job. (5.2.3 BCD PART B) |
| 167 | Providing 1.5 mm thick neat cement punning including curing, scaffolding, royalty and all taxes etc. complete job as per specification and direcition of E/l. (5.7.11 BCD PART B) |
| 168 | Providing 12mm thick C.P. (1:4) 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/l. . (5.7.2 BCD PART B) |
| 169 | Carriage of Materials - (i)Cement |
| 170 | (ii) Sand – |
| 171 | (iii) Stone Chips – |
| 172 | (iv) Boulder – |
| 173 | (v) Steel |
| 174 | (vi) Stone Metal |
| 175 | (vii) Bricks |
| 176 | (viii) Paver Bloks |
| 177 | Add GST @ 18% |
| 178 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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