Tender For Construction Work Of Lake At Sakmunda Gadhera In Jaharikhal Block Of District Pauri Garhwal.
Tender Value
22.31 Crore
Estimated cost
Bid Submission
24 Jul 2026
12 days left
EMD
44.64 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pauri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Lake At Sakmunda Gadhera In Jaharikhal Block Of District Pauri Garhwal.
BOQ
| Sl. No. | Item Description |
| 1 | SUB HEAD I: FOUNDATION |
| 2 | Excavation for Structures Earthwork inexcavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stump sand other deleterious materialand disposal upto alead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M15 |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump |
| 5 | SUB HEAD II: SUB STRUCTURE |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 10 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause Stone/Boulder |
| 11 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers ofopenings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as perdrawing, all complete as per direction of Engineer-in-charge. |
| 12 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 13 | APROXY INJECTION GROUT FOR CONSTRUCTION JOINTS |
| 14 | Disposal of surplus Excavated material 1 km from the site of work |
| 15 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completionof thework.as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 16 | SUB HEAD III: SUPER STRUCTURE /BRIDGE |
| 17 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35For solid slab super-structure,Height ABOVE 10m |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 19 | Providing and laying Cement concrete wearing coat M-40 grade including reinforcement complete as per drawing and Technical Specifications |
| 20 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 21 | Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC -119 (Fig.- 26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locations directedby the Engineer, all as specified. (Area-0.261 Sqm. /Meter, Double Face)M 30 grade concrete- M 30 grade concrete & HYSD steel reinforcement |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M40 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 23 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (including Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. |
| 24 | FIXED BEARING - 64.27onne |
| 25 | FREE BEARING-1 -203.14 Tonne |
| 26 | FREE BEARING-2 - 64.27Tonne |
| 27 | LONGITUDINAL BEARING-64.27Tonne |
| 28 | TRANSVERSE GUDED BEARING- 64.27Tonne |
| 29 | SUB HEAD IV: APPROACHES OF BRIDGE |
| 30 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 31 | Ordinary rock not requiring blasting |
| 32 | Hard rock requiring blasting |
| 33 | Type - B, \\"THRIE\\" : Metal Beam Crash Barrier (Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811) |
| 34 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 35 | Gravel/Soil-Aggregate Base (Table 400.2) Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 36 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means |
| 37 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual Means |
| 38 | Tack Coat - Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 39 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-gradedpremix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, gradeand level to serveaswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either TypeA or TypeB orTypeC as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-30) |
| 40 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA, TypeB andTypeC as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-30) |
| 41 | SUB HEAD VIII- CONTROL ROOM |
| 42 | Sub Head- I Earthwork |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. |
| 44 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 45 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 46 | Sub Head II Cement Concrete work |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:3: 6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 48 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 49 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 50 | Sub Head III R.C.C. work |
| 51 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 52 | Concrete of M25 grade with minimum cement content of 330 kg /cum All works upto plinth level |
| 53 | Concrete of M25 grade with minimum cement All works above plinth level content of 330 kg /cum |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 55 | Foundations, footings, bases of columns, etc. for mass concrete |
| 56 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 57 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 58 | Suspended floors, roofs, landings, balconies and access platform.with water proof ply 12 mm thick |
| 59 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 60 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (i) Thermo-Mechanically Treated bars |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars |
| 62 | Sub Head IV Brick work |
| 63 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (1 cement : 4 coarse sand) |
| 64 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 65 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 66 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry |
| 67 | Sub Head V Wood Work |
| 68 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. |
| 69 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) |
| 70 | Providing and fixing factory made door frame single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge. |
| 71 | Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) |
| 72 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : |
| 73 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete :100x75x3.50 mm |
| 74 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm |
| 75 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 76 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm |
| 77 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 150x10 mm |
| 78 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 79 | Sub Head VI : Finishing |
| 80 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 81 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 82 | Providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 83 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer |
| 84 | Finishing walls with Acrylic Smooth exterior paint of required shade : (i) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 85 | Sub Head VII : Flooring |
| 86 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 87 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 88 | Providing and Laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade , in skirting riser of steps , over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) , jointoing and grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments complete . |
| 89 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm |
| 90 | Sub Head VIII Roofing |
| 91 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 92 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler 110 mm |
| 93 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain) 110 mm Shoe |
| 94 | P/F unplaticised PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length , including cutting brick work and fixing in cement mortar 1:4 (1 cement:4 coarse sand ) and making good the wall etc complete,110mm (DSR NO.12.43.2) |
| 95 | Sub Head IX Sanitary Installation |
| 96 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests |
| 97 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito nproof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 98 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 99 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 100 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia |
| 101 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 102 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 103 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete 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 : |
| 104 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 : |
| 105 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 106 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 107 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore |
| 108 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore |
| 109 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 110 | 15mm nominal bore each |
| 111 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length |
| 112 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :Sand Cast Iron S&S as per IS: 1729 |
| 113 | Providing and fixing PTMT grating of approved quality and colour.125 mm nominal dia with 25 mm waste hole |
| 114 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 115 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 116 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 20 mm nominal bore, 120 mm long, weighing not less than 198 gms |
| 117 | Providing and fixing brass stop cock of approved quality :20 mm nominal bore |
| 118 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 119 | SUB HEAD VI- SUMP |
| 120 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 121 | Hard rock requiring blasting |
| 122 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M15 |
| 123 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 124 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 125 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 126 | SUB HEAD VII- SLOPE PROTECTION |
| 127 | Supply and Installation of Self Drilling Hollow Soil/ rock anchor of outer Dia of 32mm and Inner Dia of 18.5 mm, Yield Load Carrying Capacity of Minimum 230KN in Soil /opverburden /rock suitable for drilling placing and Cement Grouting. Installation with all accessories such as 55mm Dia Drill bit, coupler ,8mm thoick base plate and nut and bolt complete in all respect |
| 128 | Grouting cement slurry in grout holes under specified pressure for consolidation / contact grouting i ncluding cost of all materials, machinery, labour, redrilling wherever necessary, ventilation,lighting, drainage and other ancillary operations etc. complete as per Drawing and Technical Specifications. |
| 129 | Shotcreting without welded wiremesh Shotcreting to upper bench/ lower bench with welded wire mesh , shotcrete compressive strength shall be 25 N/mm2 and complete as per Drawing and Technical Specifications. |
| 130 | Supply and Installation of GI chain link fabric fencing of rrequired width in mesh size 50 X 50 mm including 2 mm dia binding wire or nuts, bolts and washers as required for proper completion of the work as per drawings, technical specification and disrection of Engineer in Charge, made of GI wire of dia 4 mm. |
| 131 | Hydro Mechanical work |
| 132 | Manufacturing, fabrication, and erection of 01 No. Vertical gates (span size 12.95 m X 6.0 m) and 01 Nos. Stop Log gate (Span size 12.95 m X 6.0 m ), including 1st and 2nd stage embedded parts at gate grooves with welding, proper alignment, gate leaf assembly and its wheel assembly metallized, rubber seals, galvanized nuts and bolts, pulleys, stanchion legs complete with superstructure and supporting structures such as staircase, hand railing, and dogging arrangements, including aluminium metallizing and painting of all materials, labour, T&P, consumables, transportation of machinery, etc., complete at site in all respects.The work also includes hoists with electrically and manually operated mechanisms, including motor, compound gearbox, pulleys, chain belt, bearings, hoist platform, rope drum, manual handle, hoist cover, nuts and bolts, hoist clamping (fabrication and erection), hoist rain and weather cover, hoist automation, hoist vertical members (fabrication and erection), gantry crane, motor, lifting motor, gantry, anchor bolts, guides and tracks for movement and operation, along with all necessary accessories required for operation of barrage gates.The scope further includes wiring with cable trays, control panels, switchgear, busbar, T.P. switch, changeover switch, limit switches, and circuit breakers for operation of barrage gates. The grade of steel used for mechanical components shall conform to IS 2062:2011, and rubber seal specifications shall conform to relevant IS codes.The contractor shall prepare the design and drawings of the vertical main gate, stop log gate, hoist, and other supporting structures, including erection methodology and fabrication shop drawings, and shall get the same vetted from any IIT before submission to the department for approval and observations. In case of any compliance requirement or observations by the department, the revised design and drawings shall again be vetted from the IIT and resubmitted to the department for approval in soft copy and 05 Nos. hard copies. The design and drawings shall be the sole responsibility of the contractor. Mechanical parts of the barrage shall be coordinated with the civil structure drawings. DODL sheets of all mechanical drawings shall be submitted by the contractor.The entire work shall be completed in all respects and commissioned successfully, including all labour, materials, T&P, consumables, transportation, and all other incidental items required for completion of the work |
| 133 | DG set 45 kva, Three Phase with Auto starter panel, water cooled 4 cylinder, inline, 4 stroke cycle, developing 5.18 BHP at 1500 RPM with ISI mark as per relevant code. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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