Tender For Construction Of Flyover And Other Development Work At Raipura Kota
Tender Value
71.75 Crore
Estimated cost
Bid Submission
11 Aug 2026
3 days left
EMD
1.43 Crore
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Flyover And Other Development Work At Raipura Kota
BOQ
| Sl. No. | Item Description |
| 1 | Cutting of trees, excluding removal of stumps and roots of trees (Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs)(i) Girth from 900 mm to 1800 mm |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 4 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 5 | Providing, placing and compacting to desired density approved backfill material in layers as per approved methodology including testing for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings as per clause 3103 of MoRT&H specification The soil should be predominately coarse grained not more than 10% of particle should pass 75 micron sieve The item shall be measured and paid for the finished volume of backfill and sub-grade placed in position excluding the volume of filter media at base and behind the RS walls. |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 8 | Carriage of material from Earth, Sand, Lime, Morrum manure or sludge / crusher to work site including loading, unloading and stacking all complete. For 5 Km. |
| 9 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix MethodProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. for grading- I Material |
| 10 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 11 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 50 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 |
| 12 | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 13 | Providing and laying only CE Marked Knitted and PVC coated Polyester Uniaxial Geogrid- Techgrid indegeniously manufactured from selected high tenacity polyester yarn with high molecular weight (>25000 g/mol), and low carboxyl end group(<30mmol/kg) for Reinforced soil wall (Reinforcing Geosynthetic product material of extruded PP geogrids & polyester strips & Geosynthetic & Steel strips not allowed ) with granular fill of PHi-32 degree (design is to be carried out in accordance with BS-8006/FHWA)with concrete block (M35)as facia,casting & erection of blocks with techgrid, providing and laying of levelling pad of M15, Providing and laying coping beam (M35),Providing and laying 600mm thick filtermedia etc. completed as per the necessary drawing and instruction of Engineer In Charge. Excluding providing, laying and compacting selected backfill and retained fill behind the wall, excavation and ground improvement, if any. The reinforced earth wall and slope should have 100% coverage of 5m width Knitted and PVC coated polyester Geogrid.(Coating of Geogrid/Reinforcing geosynthetic material with LDPE, Latex, Bitumen and any other coating will not be allowed and will not be accepted). |
| 14 | Labour rate (f) PVC coated polyester geogrid-Techgrid 14 meter to 16 meter. |
| 15 | Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 |
| 16 | 900 mm equilateral triangle |
| 17 | 800 mm x 600 mm rectangular |
| 18 | 600 mm x 450 mm rectangular |
| 19 | 600 mm x 600 mm square |
| 20 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 21 | Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive |
| 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification |
| 23 | PCC Grade M15 With Batching Plant, Transit Mixer and Concrete Pump |
| 24 | RCC M-20 With Batching Plant, Transit Mixer and Concrete Pump |
| 25 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.1200 mm dia |
| 26 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 27 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 28 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 29 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 |
| 30 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork |
| 31 | R.C.C. grade M35 upto 5 metre height |
| 32 | Bored/cast-in-situ piles complete as per drawing and technical specification as per MoRTH Specification: Section 1100, 1600 &1700 excluding reinforcement. (Pile diameter-1200 mm)R C C grade M35 |
| 33 | Providing structural steel liner upto 10mm thick for curbs, steining for wells and piles including fabricating and setting out as per detailed drawing as per MoRTH Specification : Section 1200 & 1900 |
| 34 | Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. 'The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged , TMT Steel reinforcement |
| 35 | Load testing of pile 'Initial and routine test for vertical load testing of pile. Pile load test on single vertical pile in accordance with IS:2911(Part-IV) 2013 (note: Initial load test/ routine test includes Bored/cast-in-situ pile/ ancore pile etc with rcc and reinforcement as per design) |
| 36 | Non destructive Integrated testing of cast-in-situ pile using pile deriving analyzer or equivalent as detailed in specification and as approved by Engineer. |
| 37 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork 'R.C.C. grade M35 above 5 metre & upto 10 metre height |
| 38 | Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. 'The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged 'TMT Steel rei |
| 39 | Supplying, fitting & fixing in position true to line & level, POT-PTFE Bearing suitable for biaxial movement as per drawing & BS:5400 Sections 9.1 & 9.2 as per MoRTH Specification Section 2000 |
| 40 | Providing and laying High tensile steel wires/ strands at any level including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specification as per MoRTH Specification 1800 |
| 41 | Providing, precasting, transportation and placing in position at all level precast RCC girder of M40 grade as per drawing and clause 1800 & 2300 of MoRT&H specifications (excluding cost of reinforcement) including all material, labour, machinery (suitable crane). |
| 42 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 'The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged 'TMT Steel reinforcement |
| 43 | Provision of reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC: 21 and dowel bars 25 mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRTH Circular No. RW/ NH- 33022/ 1/ 94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified as per MoRTH specification Cl. 811.2. |
| 44 | Drainage spouts complete as per drawing and MoRTH specifications Clause 2705 |
| 45 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 46 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Bend 87 .5, 160mm dia |
| 47 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix 1:2.5:5 (Hand mixing) |
| 48 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 |
| 49 | Providing, laying and fixing of strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per approved drawings and as per clause 2600 of MoRT&H specifications to be installed by manufacturer's authorized representative ensuring to compliance to manufacturer's instruction for installation including preparing the edges of bridge, welding to exposed reinforcement, concreting with design mix of grade of bridge or M-35 whichever is richer including all material, labour, machinery etc complete. |
| 50 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 51 | Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 52 | Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 53 | Providing & making artistic/heritage painting with the using oil paint/apex ultima or equivalent exterior paint having anti algal and dust pick up resistance with finish as per direction of Engineer in charge on wall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:- The Painting shall be based on themes related to flora & fauna like creepers flower pots, animals, birds & natural figures. As the work shall be at the level of similar to enclosed drawing. |
| 54 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 55 | Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor’s labour, deflection measuring instruments, loading materials, recoding and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges /loading material etc. The load shall be 1.25 times the stipulated design load Based on Design load & not span'For span design load upto 100 MT. |
| 56 | Extra for increase of 100 MT or part thereof in the span load Extra for increase of 100 MT or part thereof in the span load (Load upto 800MT) |
| 57 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) |
| 58 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 59 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 60 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.) |
| 61 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead |
| 62 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 63 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 64 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 65 | Add extra for providing richer mixes respectively at all floor levels |
| 66 | Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 67 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 68 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 69 | Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Red sand stone (Karauli stone) |
| 70 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 71 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 , 800 mm x 600 mm rectangular |
| 72 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:4( 1-Cement : 4-Sand). |
| 73 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . |
| 74 | Rectangular Concrete Block Pavement Manufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of Cement Concrete (C.C.) M30 grade and spreading 25 mm thick sand under neath and filling joints with sand on existing W.B.M. base,as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. |
| 75 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid separately) : Exposed face Machine cut |
| 76 | Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and \\"PAN Shape\\" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade. |
| 77 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 78 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 79 | Providing laying and jointing in position HDPE pipe conforming to IS : 4989 (In coil Make - Balson, Hollmark, Premier) and suitable for the respective working pressures with all fittings and accessories e.g. Coupling, tees, bends, reducers, screwed adapters, flaged tail pieces etc. jointing as per manufacturers, instruction, including earth work in excavation and HDPE pipe 63mm - 10 kg/cm2 |
| 80 | Providing laying and jointing in position HDPE pipe conforming to IS : 4989 (In coil Make - Balson, Hollmark, Premier) and suitable for the respective working pressures with all fittings and accessories e.g. Coupling, tees, bends, reducers, screwed adapters, flaged tail pieces etc. jointing as per manufacturers, instruction, including earth work in excavation and HDPE pipe 50mm - 10 kg/cm2 |
| 81 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia |
| 82 | Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do– |
| 83 | Supply of ERW M.S. black casing pipeISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 mm Nominal bore of pipe 200mm –do-. |
| 84 | S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts completefor casing size: 200mm dia |
| 85 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersiblepump set.200mm dia |
| 86 | Providing & fixing of Gear Driven Rain gun sprinkler, grillo (Ajay (Indra)/Rain Bird/Premier-Full/ Part circle) with oscillating arm having radius of 41m and flow of 617lpm at an operative pressure of 5 kg/cm.sq, having 11/2\\" inlet. The body of sprinkler is made of aluminium alloy duty protected in its main parts by brass stainless steel and techno polymers. The sprinkler is equipped with Jet breaker and four different nozzles. |
| 87 | Providing and fixing of self closing spring loaded quick coupling 3/4\\" hydrant (Drip'n'Drip /Whethermetic/ Premier); made of Aluminium alloy doly procted ints main parts by brass stainless steel and techno polymors & having self closing thermoplastic hinged lid, anti rotating device and with requirew no. of 3/4\\" key for quick coupling hydrant made up of Aluminium alloy ;doly procted. An electro galvanized MS saddle with 3/4\\" G.I Riser with galvanized nut & bolts and parallel female thread (pressure tight) shall be used to connect the quick coupling hydrant to the pipeline. |
| 88 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound |
| 89 | SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . For Three phase Submersible / Mono block pump 3.0 HP to 5.0 HP ( DOL starter ) |
| 90 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth |
| 91 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) |
| 92 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete Different varieties of shrubs 600mm to 900 mm |
| 93 | Different flowering plants 900mm to1500mm |
| 94 | Different varieties of shrubs 600mm to 900 mm |
| 95 | Supply & Plantation of selected specimen plants including mortality replacement, loading - unloading transportation and maintenance for 30 days after planting the plants (as per scope of work for Horticulture)1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of dry manure (Farm yard manure organic) 3. Supply of Insecticides.4. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting. 5. Watering to plants.6. Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 96 | Latania loddigesii 5'-6' height. |
| 97 | Bismarckia nobilis 5'-6' height. |
| 98 | Washintonia filifera 5'-6' height. |
| 99 | Wodyetia bifurcata 6'-8' height.(Foxtail Palm) |
| 100 | Arica Palm 6'-8'height. |
| 101 | Rhapis Palm 4'-5' height. |
| 102 | Green vulgaris Palm 6'-8' height. |
| 103 | Ficus prestige 3'-4' height. |
| 104 | Ficus king bush 3'-4' height. |
| 105 | Ficus nuda 4'-5' height. |
| 106 | Ficus Panda topiary dia 3'-4' height. |
| 107 | Ficus Black Prince 3'-4' height. topiary |
| 108 | Ficus Starlight 4'-5' height. |
| 109 | Ficus benjamina 6'-8' height. |
| 110 | Plumeria Alba 6'-8' height. |
| 111 | Plumeria Singapore 4'-5' height. |
| 112 | Ficus Nitida Topiary 7'-8' height. |
| 113 | Trimnelia 6'-8' height. |
| 114 | Bougainvellea Topiary 3'-4' height. |
| 115 | Schefflera actinophylla 6'-8' height.(Umbrella tree) |
| 116 | Mangifera indica 6'-8' height.(Mango tree) |
| 117 | Bayan Tree 6'-8' height.(Bargad) |
| 118 | Polyalthia longifolia 6'-8' height.(Ashok) |
| 119 | Calophyllum inophyllum 6'-8' height. (Sultan Champa) |
| 120 | Liriodendron 6'-8' height.(Tulip Tree) |
| 121 | Magnolia champaca 5'-6' height. (Golden Champa) |
| 122 | Melaleuca bracteata 5'-6' height. Topiary (Bottle Brush) |
| 123 | Juniperus chinensis 5'-6' height. |
| 124 | Thuja compacta 5'-6' height. (Mor Pankhi) OR any 8' plant |
| 125 | Maintenace of Plants by the contractor including of pits/bids watering preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 126 | Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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