Tender For Design, Engineering, Development Of Waste To Wonder Park (Adbhut Bharat Park) On Revenue Share Model For 20 Years At D-Park, Greater Noida.
Tender Value
17.05 Crore
Estimated cost
Bid Submission
29 Sep 2026
19 days left
EMD
27.10 Lakhs
Bank guarantee accepted
Document Fee
6770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Design, Engineering, Development Of Waste To Wonder Park (Adbhut Bharat Park) On Revenue Share Model For 20 Years At D-Park, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Civil work |
| 2 | Boundary wall Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.(DSR-2023/2.6.1) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) DSR-2023/4.1.8A |
| 4 | 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. |
| 5 | 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. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Cold twisted bars (DSR-2023/5.22.3) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) |
| 10 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-2023/13.46.1) |
| 11 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.: Fixed to steel windows by welding (DSR-2023/9.48.1) |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1) |
| 13 | Toilet BlockEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 15 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023/2.27) |
| 16 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% Concentration (DSR-2023/2.35.3.1) |
| 17 | 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. |
| 18 | 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. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Cold twisted bars (DSR-2023/5.22.3) |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 22 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) |
| 23 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80) |
| 24 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.: Two coats (DSR-2023/13.82.2) |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-2023/13.46.1) |
| 26 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (DSR-2023/9.53) |
| 27 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. (DSR-2023/9.123) |
| 28 | Providing and fixing factory made PVC door shutter made of solid foam PVC profiles of thikness 5mm and 15mm at edges integrally extruded for vertical style and horizontal (top/ bottom/ lock) rails of minimum cross section of 70mmx 28mm, of shape and design as per manufacturer’s specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.I. ‘C’ section/ rectangular tube profile of minimum 0.30mm thickness with 120 gsm coating as stiffeners as per manufacturer’s specifications Mitred cut joints for styles and rails provided with telescopic polymeric ‘L’ corners are jointed together using solvent adhesive and strenghtened with fully threaded stainless steel screws (of required size) through reinforced stiffener with paneling of specified solid foam PVC board/ high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded beadings of required size using PVC solvent adhesive/ cement. |
| 29 | The finished door shutter including SS hardware, 1 no. ss sliding bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125mm, shall be fixed to frame with 3 nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge. (Cost of above hardware is inclusive in rates)5mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer’s specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type. Code Description (DSR-2023/9.124.1) |
| 30 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR-2023/11.37) |
| 31 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (DSR-2023/11.26.1) |
| 32 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-2023/11.27) |
| 33 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 34 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 35 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 36 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-2023/22.7.1) |
| 37 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Based on (DSR-2023/10.28) |
| 38 | 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. (DSR-2023/4.17) |
| 39 | Safety sports fence 4.5MT. High chain link fencing without Lamp Post . Providing & Fixing factory made chain link fencing with powder coated steel special connector and Lamp Post ,it includes ф 76 mm (OD) x 2 mm thick Green powder coated / PU Painted factory finished post vertical post , Vertical post should be 4.5 mtr high above ground level with PVC Cap fixed on embedded 400 x400 x600 mm reinforced concrete foundation or fastening with suitable anchor fastener on reinforced concrete wall at 4 mtr center to center distance, ф 60 mm (OD) X 2 mm thick HORIZANTAL post ,Horizontal post should be factory finished Green powder coated / PU Painted install at Top, and Bottom location with the help of special connectors. Chain Link Fencing 2.5 mm thick Mesh Size 50MM X 50MM Core Wire Diameter = 2.5MM Low Galvanized PVG Coating 1MM, Effective OD = 3.5MM Colour Green (RAL 6OOi) fabric mesh of size 50 mm X 50 mm x 4 mtr , fixed to vertical post and two horizontal post with the help of 3 mm thick extruded Aluminum flat with green powder coated PU Painted finish and self-tapping screw. |
| 40 | 3 mm thick special Connectors made from pressed steel and powder coated PU Painted finish for connecting Vertical and horizontal post by using M12 X 90 carriage bolt at every joint and corner of horizontal and vertical post without welded joints for easy installation and removable. including transportation installation all taxes and duties Excluding GST etc. complete, as per the direction of Engineer in charge. (MR) |
| 41 | Food CourtEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 43 | 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. |
| 44 | 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. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Cold twisted bars (DSR-2023/5.22.3) |
| 47 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 48 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) |
| 49 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80) |
| 50 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.: Two coats (DSR-2023/13.82.2) |
| 51 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-2023/13.46.1) |
| 52 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023/2.27) |
| 53 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% Concentration (DSR-2023/2.35.3.1) |
| 54 | Supplying chemical emulsion in sealed containers including delivery as specified.; Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DSR-2023/2.34.1) |
| 55 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. (DSR-2023/9.123) |
| 56 | Providing and fixing factory made PVC door shutter made of solid foam PVC profiles of thikness 5mm and 15mm at edges integrally extruded for vertical style and horizontal (top/ bottom/ lock) rails of minimum cross section of 70mmx 28mm, of shape and design as per manufacturer’s specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.I. ‘C’ section/ rectangular tube profile of minimum 0.30mm thickness with 120 gsm coating as stiffeners as per manufacturer’s specifications Mitred cut joints for styles and rails provided with telescopic polymeric ‘L’ corners are jointed together using solvent adhesive and strenghtened with fully threaded stainless steel screws (of required size) through reinforced stiffener with paneling of specified solid foam PVC board/ high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded beadings of required size using PVC solvent adhesive/ cement. |
| 57 | The finished door shutter including SS hardware, 1 no. ss sliding bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125mm, shall be fixed to frame with 3 nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge. (Cost of above hardware is inclusive in rates)5mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer’s specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type. Code Description (DSR-2023/9.124.1) |
| 58 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR-2023/11.37) |
| 59 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (DSR-2023/11.26.1) |
| 60 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-2023/11.27) |
| 61 | 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. (DSR-2023/8.2) |
| 62 | Granite stone slab of all colour and texture except black, Cherry/Ruby red: Area of slab over 0.50 sqm (DSR-2023/8.2.3.2) |
| 63 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 64 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 65 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 66 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-2023/22.7.1) |
| 67 | 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. (DSR-2023/4.17) |
| 68 | ADMIN BLOCKEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 69 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 70 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023/2.27) |
| 71 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% Concentration (DSR-2023/2.35.3.1) |
| 72 | Supplying chemical emulsion in sealed containers including delivery as specified.; Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DSR-2023/2.34.1) |
| 73 | 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. |
| 74 | 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. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 76 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Cold twisted bars (DSR-2023/5.22.3) |
| 77 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 78 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) |
| 79 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-2023/13.80) |
| 80 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.: Two coats (DSR-2023/13.82.2) |
| 81 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR-2023/13.46.1) |
| 82 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.: Fixed to steel windows by welding (DSR-2023/9.48.1) |
| 83 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (DSR-2023/13.62.1) |
| 84 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR-2023/11.37) |
| 85 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : (DSR-2023/11.26.1) |
| 86 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-2023/11.27) |
| 87 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 88 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 89 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 90 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-2023/22.7.1) |
| 91 | 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. (DSR-2023/4.17) |
| 92 | LANDSCAPE_PATHWAYS_RCC ROADEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 93 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). (DSR-2023/4.1.8A) |
| 94 | 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. |
| 95 | 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. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 97 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 98 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.4.1) |
| 99 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore (DSR-2023/18.16.1) |
| 100 | Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) |
| 101 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.morth (MORTH-407) |
| 102 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/4(a)) |
| 103 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07) |
| 104 | HORTIULTURE WORKSTrenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). (DSR-2023/2.1/H&L) |
| 105 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). (DSR-2025/2.2/H&L) |
| 106 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment): Screened through sieve of I.S. designation 4.75 mm. (DSR-2025/2.4.3/H&L) |
| 107 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge (DSR-2025/2.9/H&L) |
| 108 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). (DSR-2025/2.8/H&L) |
| 109 | Rough dressing the trenched ground including breaking clods. (DSR-2025/2.5/H&L) |
| 110 | Fine dressing the ground (DSR-2025/2.7/H&L) |
| 111 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately) - With Turf Grass. (DSR-2025/2.10.2/H&L) |
| 112 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. (DSR-2025/2.6/H&L) |
| 113 | Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-charge. (DSR-2025/2.34/H&L) |
| 114 | Preparation of mounds of various size and shape by available excavated/ supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. (DSR-2025/2.28/H&L) |
| 115 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): Holes 90 cm dia, and 90 cm deep (DSR-2025/2.14.2/H&L) |
| 116 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). (DSR-2025/2.13/H&L) |
| 117 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unserviceable materials as per direction of officer in charge (excluding cost of plant & water). (DSR-2025/2.57/H&L) |
| 118 | Trees Plant (DSR-2025/2.57.1/H&L) |
| 119 | Shrubs Plant (DSR-2025/2.57.2/H&L) |
| 120 | Providing and stacking of Bottle palm ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bag as per direction of the officer-incharge. (DSR-2025/7.11/H&L) |
| 121 | Providing and stacking of Cassia fistula (Amaltash) height 120-135 cm. in poly bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.16/H&L) |
| 122 | Providing and stacking of Delonix regia (Gulmohar) height 150-165 cm. in poly bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.24/H&L) |
| 123 | Providing and stacking of Ficus benjamina (green) height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bag as per direction of the officer-in-charge. (DSR-2025/7.27/H&L) |
| 124 | Providing and stacking of Ficus infectoria (Pilkhan) height 150-165 cm. in polybag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.32/H&L) |
| 125 | Providing and stacking of Ficus nuda height 120-135 cm. with 6-8 branches and lush green foliage in gunny bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.34/H&L) |
| 126 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. (DSR-2025/7.44/H&L) |
| 127 | Providing and stacking of Grevillea Robusta (Silver Oak) height 150-165 cm. in poly bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.45/H&L) |
| 128 | Providing and stacking of Jacaranda mimosifolia height 150-165 cm. in poly bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.48/H&L) |
| 129 | Providing and stacking of Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm as per direction of the officer-incharge. (DSR-2025/7.77/H&L) |
| 130 | Providing and stacking of Tabebuia sp. height 150-165 cm. in polybag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.84/H&L) |
| 131 | Providing and stacking of Tamarindus indica (Imli) height 120-150 cm. in polybag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.85/H&L) |
| 132 | Providing and stacking of Tecoma argentea height 120-135 cm. in poly bag size 25 cm as per direction of the officer-in-charge. (DSR-2025/7.86/H&L) |
| 133 | SHRUBSProviding and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. (DSR-2025/8.28/H&L) |
| 134 | Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. (DSR-2025/8.24/H&L) |
| 135 | Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and healthy leaves in 15 cm size of Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. (DSR-2025/6.12/H&L) |
| 136 | Providing and stacking Tradescantia zebrina having in 15 cm size of Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. (DSR-2025/3.60/H&L) |
| 137 | Providing and stacking Wadelia trilobata, full of leaves in 15 cm size of earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. (DSR-2025/6.31/H&L) |
| 138 | Providing and stacking Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 20 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. (DSR-2025/6.4/H&L) |
| 139 | Providing and stacking Ophiopogon jaburan (variegated), full of variegated leaves in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (DSR-2025/6.21/H&L) |
| 140 | Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge. (DSR-2025/7.90/H&L) |
| 141 | PART-2 ART work |
| 142 | NOTRT ZONEArthunaTemple,Rajasthan- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 34 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 143 | JainTemple,Ranakpur,rajasthan- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 34 feet. Minimum Length – 45 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 144 | Bhitargaon,UttarPradesh,India- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 12 feet. Minimum Length – 12 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 145 | SalimsinghkiHaveli,Jaisalmer,Rajasthan- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 17 feet. Minimum Length – 23 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 146 | DeegPalaces,bharatpur- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 57 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 147 | JageshwarDham,Almora,Uttarakhand- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 40 feet. Minimum Length – 40 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 148 | Central India KakanmathTemples,Gwalior- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 34 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 149 | OrchhaFort,MadhyaPradesh- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 17 feet. Minimum Length – 45 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 150 | West IndaiaKanheriCaves,Mahrashtra- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 34 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 151 | RanikiVav,Patan,Gujrat- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –21 feet. Minimum Width – 36 feet. Minimum Length – 17 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 152 | JorBanglaTempleBishnupur,WestBengal- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –17 feet. Minimum Width – 17 feet. Minimum Length – 17 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 153 | AmarkantakTemple,ChattisgarhBorder- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 23 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 154 | RAVANGLA,SIKKIM- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 23 feet. Minimum Length – 23 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 155 | Mahendragiritemple- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 12 feet. Minimum Length – 12 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 156 | Shivdol,Shibsagar,Assam- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –28 feet. Minimum Width – 14 feet. Minimum Length – 14 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 157 | AnantaVasudevaTemple,Bhubaneswar,Odisha- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 12 feet. Minimum Length – 34 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 158 | South ZoneKedaresvaraTemple,Hassan,Karnataka- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –17 feet. Minimum Width – 23 feet. Minimum Length – 45 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 159 | BrihadeshwaraTemple,Thanjavur,Tamilnadu- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –36 feet. Minimum Width – 18 feet. Minimum Length – 51 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 160 | GroupofTemplesatPattadakal,Bangalkpt,Karnataka- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 34 feet. Minimum Length – 56 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 161 | GreatLivingCholaTemples,Thanjavur,TamilNadu- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –17 feet. Minimum Width – 17 feet. Minimum Length – 25 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 162 | VirupakshaTemple,Tamilnadu- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –23 feet. Minimum Width – 16 feet. Minimum Length – 16 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 163 | Kids ZoneOwl- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –12 feet. Minimum Width – 30 feet. Minimum Length – 20 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 164 | Jantar Mantar- The structure to be made with a minimum area as per below details, using the scrap/waste material available at the sites . Minimum Height –12 feet. Minimum Width – 30 feet. Minimum Length – 30 feet. Foundation/Base Specs if requires–Brickwork all around the platform as a base for the platform on which installation shall be placed PCC below the concrete slab RCC M - 25 if required. with Vacuum Dewatering External Pavers / Stone Tiles on top of RCC Slab, if required. Designing, Fabrication, Installation of to be made from Scrap/waste material. The miniatures/sculpture/structures must be structurally strong and shall be embedded in cement concrete in the ratio of 1:3:6 (1cement : 3 coarse sand : 6 stone agg. 20mm nominal size) including excavation and removal of surplus earth. For finishing while installation of miniatures / sculptures Applying primer coats (two or more coats) of approved quality primer, painting with P.U. Coating automotive paint of approved quality (two or more coats) with giving proper finishing as per direction of work-in-charge |
| 165 | PART-3 Soprt works |
| 166 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres (DSR-23/16.1) |
| 167 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-2023/16.4) |
| 168 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 morth |
| 169 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.morth |
| 170 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @7.5Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition .(DSR-2023/16.28.1) |
| 171 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm sqm 10.05 (DSR-2023/16.31.1.2) |
| 172 | Dense Graded Bituminous Macadam Grading-2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG- 40 @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 MoRT&H specification clause No. 505 complete in all respects. 60/50mm compacted thiness with bitumen penetration of VG-40 @ 4.5% by |
| 173 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 5.00 percent of mix and filler transporting the hot mix to to work site laying with hydrostatic paver finsher with sensor control to the required grade level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORH&H specification clause 509 complete in all respect (MORTH/AR/GNIDA)40 mm thick |
| 174 | Providing and laying ITF classified category 2 acrylic sport system consisting of two layers re-surfacer, four layers of cushioned rubber, two layers of topcolour coats, line marking as per games standard complete in all respect as per the direction of Engineer -in-charge 88 |
| 175 | Basketball Post : Providing and Fixing of Basketball Post of 8\\" with 25mm Acrylic boards and dunken ring all complete work as per game standard requirements: 89 |
| 176 | Tennis CourtsPreparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres (DSR-23/16.1) |
| 177 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-2023/16.4) |
| 178 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 morth |
| 179 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.morth |
| 180 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @7.5Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition .DSR-16.28.1 |
| 181 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm sqm 10.05 (DSR-2023/16.31.1.2) |
| 182 | Dense Graded Bituminous Macadam Grading-2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG- 40 @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 MoRT&H specification clause No. 505 complete in all respects. 60/50mm compacted thiness with bitumen penetration of VG-40 @ 4.5% by |
| 183 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 5.00 percent of mix and filler transporting the hot mix to to work site laying with hydrostatic paver finsher with sensor control to the required grade level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORH&H specification clause 509 complete in all respect (MORTH/AR/GNIDA)40 mm thick |
| 184 | Providing and laying ITF classified category 2 acrylic sport system consisting of two layers re-surfacer, four layers of cushioned rubber, two layers of topcolour coats, line marking as per games standard complete in all respect as per the direction of Engineer -in-charge. 88 |
| 185 | Basketball Post : Providing and Fixing of Basketball Post of 8\\" with 25mm Acrylic boards and dunken ring all complete work as per game standard requirements. 89 |
| 186 | Volleyballl CourtPreparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres (DSR-23/16.1) |
| 187 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-2023/16.4) |
| 188 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401MORTH |
| 189 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.MORTH |
| 190 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @7.5Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition . (DSR-16.28.1) |
| 191 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. : On bituminous surface @ 0.25kg/sqm sqm 10.05 |
| 192 | Dense Graded Bituminous Macadam Grading-2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG- 40 @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 MoRT&H specification clause No. 505 complete in all respects.: 60/50mm compacted thiness with bitumen penetration of VG-40 @ 4.5% by |
| 193 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 5.00 percent of mix and filler transporting the hot mix to to work site laying with hydrostatic paver finsher with sensor control to the required grade level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORH&H specification clause 509 complete in all respect (MORTH/AR/GNIDA)40 mm thick |
| 194 | Providing and laying ITF classified category 2 acrylic sport system consisting of two layers re-surfacer, four layers of cushioned rubber, two layers of topcolour coats, line marking as per games standard complete in all respect as per the direction of Engineer -in-charge |
| 195 | Volleyball Post : Providing and Fixing of Volleyball Pole and volleyball Net with Antenna as per game standard requirements |
| 196 | PART-4 Plumbing works |
| 197 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690mm of approved shape including providing and fixing white vitreous china cistern with dual flushing fitting,of flushing capacity 3 litre/6 litre( adjustable to 4 litre/8 litres),including seat cover and cistern fittings,nuts,bolts and gasket etc. complete. (DSR 2023/17.78) |
| 198 | Providing & fixing water closet squatting pan (indian 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 of the walls and floors wherever required: (DSR 2023/17.01 |
| 199 | White vitreous china orissa pattern W.C. pan of size 580x440mm with intergal type foot rests (DSR 2023/17.1.1) |
| 200 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (DSR 2023/17.7A) |
| 201 | a) White Vitreous China Wash basin size 630x450 mm with a 15 mm CP Brass single hole basin mixer (DSR 2023/17.7A) |
| 202 | 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. (DSR-2023/17.16A) |
| 203 | Providing and fixing CP Brass 32mm size bottle trap of approved quality & make and as per the direction of engineer in charge. (DSR-2023/17.22A) |
| 204 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms (DSR-2023/18.50) |
| 205 | 15 mm nominal bore (DSR-2023/18.50.1) |
| 206 | Providing and fixing toilet paper holder : C.P. brass (DSR-23/17.34.1) |
| 207 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931.: 15mm nominal bore (DSR-2023/18.53) |
| 208 | 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 (DSR-2023/18.74.2) |
| 209 | Providing and fixing Chromium Plated towel ring Rectangular shape with concealed fittings arrangement of approved quality and colour, of approved brand & manufacture complete as per direction of Engineer in Charge. (DSR-2023/17.72) |
| 210 | Providing and fixing Cp bras liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. (DSR-2023/17.71) |
| 211 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (DSR-2023/17.80 |
| 212 | Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade (DSR-2023/8.10.2) |
| 213 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DSR-2023/17.31) |
| 214 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (DSR-2023/18.51) |
| 215 | 15 mm nominal bore (DSR-2023/18.51.1) |
| 216 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (DSR-2023/18.15.1) |
| 217 | Internal & External water SupplyProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR-2023/18.8) |
| 218 | 15mm nominal bore (DSR-2023/18.8.1) |
| 219 | 20mm nominal bore (DSR-2023/18.8.2) |
| 220 | 25mm nominal bore (DSR-2023/18.8.3) |
| 221 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall (DSR-2023/18.7) |
| 222 | 20mm nominal bore (DSR-2023/18.7.2) |
| 223 | 25mm nominal bore (DSR-2023/18.7.3) |
| 224 | 32 mm nominal bore (DSR-2023/18.7.4) |
| 225 | 40mm nominal bore (DSR-2023/18.7.5) |
| 226 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (DSR-2023/18.18) |
| 227 | 25 mm nominal bore (DSR-2023/18.18.3) |
| 228 | 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. (DSR-2023/18.48 |
| 229 | Soil, Vaste, Vent pipes, Rain water pipes & FittingsSupplying, Installation, Testing and Commissioning of uPVC pipes type -B conforming to IS 13592 (1992) for soil, waste and vent pipes including all fittings rubber ring type (plain or with access door) e.g. bends, junctions, cowls, offsets, access pieces, jointing with rubber ring joints with lubricant etc. fixed with clamps to walls with cement concrete 1:2:4 blocks complete in all respects. (For Soil & Waste Pipe) (DSR-2023/18.9) |
| 230 | 100 OD mm (DSR-2023/18.9.9) |
| 231 | Providing, laying, Jointing, Testing and commissioning of uPVC pressure pipes of 6Kg/Sqcm pressure rating class 5 (IS : 4985-2000) including fittings, tees, bends, clamps, coupling and adaptors supports, and jointing with solvent joint, testing and necessary earth work in excavation, backfilling, disposal of surplus earth with a lead upto 50m complete, compaction and consolidation Including laying cement concrete 1:2:4 alround UPVC pipe including bed concrete and thrust blocks at bends as per standard design (For Soil & Waste Pipe) (DSR-2023/18.9) |
| 232 | 40 OD mm (DSR-2023/18.9.5) |
| 233 | 50 OD mm (DSR-2023/18.9.6) |
| 234 | 65 OD mm (DSR-2023/18.9.7) |
| 235 | Supplying, Installation, Testing and Commissioning of uPVC, P or S trap of self cleansing design with / without vent. arm Setting in cement concrete 1:2:4 mix complete including cost of cutting & making good the Wall / Floors wherever required. (DSR-2023/19) |
| 236 | 110 x110 mm outlet (DSR-2023/19.4) |
| 237 | External Sewerage and storm water DrainageExcavating 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 (DSR-2023/2.10) |
| 238 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (DSR-2023/2.10.1) |
| 239 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR-2023/19.6) |
| 240 | 150 mm dia. R.C.C. pipe (DSR-2023/19.6.2) |
| 241 | 250 mm dia. R.C.C. pipe (DSR-2023/19.6.3) |
| 242 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round DWC pipes including bed concrete as per standard design : (DSR-2023/19.2) |
| 243 | 150 mm dia. DWC & RCC Pipe (DSR-2023/19.2.2) |
| 244 | 250 mm dia. DWC & RCC Pipe (DSR-2023/19.2.4) |
| 245 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR-2023/19.6) |
| 246 | 250 mm dia. R.C.C. pipe (DSR-2023/19.6.3) |
| 247 | 300 mm dia. R.C.C. pipe (DSR-2023/19.6.4) |
| 248 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : (DSR-2023/19.7) |
| 249 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-19.7.1.1) |
| 250 | 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 x300 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 :150 x 100mm size P-type (DSR-2023/19.4.2) |
| 251 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-19.4.2.1) |
| 252 | Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. (DSR-2023/19.29) |
| 253 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-2023/19.29.1) |
| 254 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-2023/19.16) |
| 255 | Making connection of drain or sewer line with existing manholeincluding breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (DSR-2023/19.21) |
| 256 | For pipes 250 to 300 mm diameter (DSR-2023/19.21.2) |
| 257 | For pipes 350 to 450 mm diameter (DSR-2023/19.21.3) |
| 258 | External water SupplyProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (DSR-2023/18.9) |
| 259 | 25 mm nominal dia Pipe (DSR-2023/18.9.3) |
| 260 | 32 mm nominal dia Pipe (DSR-2023/18.9.4) |
| 261 | 40 mm nominal dia Pipe (DSR-2023/18.9.5) |
| 262 | 50 mm nominal dia Pipe (DSR-2023/18.9.6) |
| 263 | 65 mm nominal dia Pipe (DSR-2023/18.9.7) |
| 264 | 80 mm nominal dia Pipe (DSR-2023/18.9.8) |
| 265 | 100 mm nominal dia Pipe (DSR-2023/18.9.9) |
| 266 | 150 mm nominal dia Pipe (DSR-2023/18.9.10) |
| 267 | 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 cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : (DSR-2023/18.32) |
| 268 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023.18/32.1) |
| 269 | 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 : (DSR-2023/18.33) |
| 270 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/18.33.1) |
| 271 | Rain Water Harvesting PitBoring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800(part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 m depth below ground level. (DSR-2023/23.1) |
| 272 | 400 mm dia. (DSR-2023/23.1.2.3) |
| 273 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc all complete for all depths as per direction of Engineer-in-charge. (DSR-2023/23.3) |
| 274 | 100 mm nominal size dia. (DSR-2023/23.3.1) |
| 275 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipe with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc all complete for all depths as per direction of Engineer-in-charge (DSR-2023/23.4) |
| 276 | 100 mm nominal size dia. (DSR-2023/23.4.1) |
| 277 | Supplying , filling , spreading and levelling stone boulders of size range 5 cm to 20 cm , in recharge pit in the required thickness for all leads and lifts all complete as per direction of engineer - in - charge . (DSR-2023/23.5) |
| 278 | Supplying , filling , spreading and levelling stone boulders of size range 5 mm to 10 mm , in the recharge pit over the existing layers of boulders in required thickness for all lead and lifts all complete as per direction of engineer - in - charge . (DSR-2023/23.6) |
| 279 | Supplying , filling , spreading and levelling coarse sand of size range 1.5 mm to 2 mm , in the recharge pit in required thickness over gravel layer for all leads and lifts all complete as per direction of engineer - in - charge . (DSR-2023/23.7) |
| 280 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/medium/coarse in required grading and sizes as per actual requirement all complete as per direction of Engineerin-charge. (DSR-2023/23.8) |
| 281 | Development to tube well in accordance with IS: 2800(part 1) and IS:11189 to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including required hire & labour charges of air compressor tools & accessories, etc. all, as per direction of engineer - in - charge . (DSR-2023/23.12) |
| 282 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe removable as per requirement all complete for bore well of : (DSR-2023/23.13) |
| 283 | 100 mm dia (DSR-2023/23.13.1) |
| 284 | Providing and fixing M.S clamp of required dia to the top of casing/ housing pipe of tube well as per IS:2800 (part 1), including necessary bolts & nuts of required size complete: (DSR-2023/23.14) |
| 285 | 100 mm clamp. (DSR-2023/23.14.1) |
| 286 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS: 2800 (part 1) (DSR-2023/23.15) |
| 287 | 100 mm dia (DSR-2023/23.15.1)) |
| 288 | Borewell (4 Nos)Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All Types of Soil (DSR-2023/23.2.1) |
| 289 | 400mm dia (DSR-2023/23.2.1.3) |
| 290 | Rocky strata including boulders : 400mm dia (DSR-2023/23.2.2.3) |
| 291 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per directionof Engineer-in-charge. (DSR-2023/23.10) |
| 292 | 200 mm nominal size dia having minimum wall thickness5.40 mm (DSR-2023/23.10.3) |
| 293 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. (DSR-2023/23.11) |
| 294 | 200 mm nominal size dia (DSR-2023/23.11.3) |
| 295 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR-2023/23.5) |
| 296 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR-2023/23.6) |
| 297 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (DSR-2023/23.7) |
| 298 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR-2023/23.8) |
| 299 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR-2023/23.12) |
| 300 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: (DSR-2023/23.13) |
| 301 | 200 mm dia (DSR-2023/23.13.3) |
| 302 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. (DSR-2023/23.14) |
| 303 | 200 mm clamp. (DSR-2023/23.14.3) |
| 304 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (DSR-2023/23.15) |
| 305 | 200 mm dia (DSR-2023/23.15.3) |
| 306 | PART-5 Electrical works |
| 307 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, nterconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (DSR-2025/2.3) |
| 308 | 12 way, Double door (DSR-2025/2.3.3) |
| 309 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) (DSR-2025/2.4) |
| 310 | 8 way Double door (DSR-2025/2.4.3) |
| 311 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR-2025/2.12) |
| 312 | 40 amps (DSR-2025/2.12.1) |
| 313 | 63 amps (DSR-2025/2.12.2) |
| 314 | Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR-2025/2.13) |
| 315 | 40amps (DSR-2025/2.13.1) |
| 316 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR-2025/2.10) |
| 317 | Single pole (DSR-2025/2.10.1) |
| 318 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. (DSR-2025/2.11) |
| 319 | Supplying and fixing following rating, double pole, single phase and neutral, 240 volts, residual current circuit breaker ( RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc as required. (DSR-2025/2.14) |
| 320 | 63 amps (DSR-2025/2.14.3) |
| 321 | 40amps (DSR-2025/2.14.2) |
| 322 | SUB-HEAD - II : INTERNAL WIRINGWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. (DSR-2025/1.10) |
| 323 | Group – C (DSR-2025/1.10.3) |
| 324 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the pointwith 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. (DSR-2025/1.55) |
| 325 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR-2025/1.14) |
| 326 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (DSR-2025/1.14.1) |
| 327 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (DSR-2025/1.14.2) |
| 328 | 2 X 16 sq. mm + 1 X 6 sq. mm earth wire (DSR-2025/1.14.6) |
| 329 | 4 x 16 sq.mm + 2 x 6 sq.mm. earth wire (DSR-2025/1.14.10) |
| 330 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in residential buildings). (DSR-2025/1.31) |
| 331 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. (DSR-2025/1.32) |
| 332 | Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 amps \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. (DSR-2025/2.18) |
| 333 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Make:KEI,Worldcab,RR Kable,Bonton (DSR-2025/1.12) |
| 334 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Make:KEI,Worldcab,RR Kable,Bonton (DSR-2025/1.13) |
| 335 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required (DSR-2025/1.56) |
| 336 | SUB-HEAD III - FANS & LIGHT FIXTURES:Supply of 4ft Linear Suspended/Surface diffused LED luminaire with system power [28W ± 5%], dimension should not be more than 1220 x 35 x 35mm should be available in 3000K/4000K/6000K color temperature operational voltage range of 90-265V, power factor > 0.9, THD < 10%, Inbuilt surge protection of 2.5 KV, Luminaire has Ingress protection of IP20 The luminaire should have minimum lumen output of 2200 lumens , CRI of >80 . The LEDs used have a life of 50000 burning hrs Lumen maintenance as per L70B10 with SDCM<=3 binning |
| 337 | Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, IES, LM 79, LM 80, & TTC certificates will be provided from NABL accredited lab. Certification: CE Certified, Design Patented/Registered, ROHS compliant, BIS Certification for Luminaires & Drivers. Make:- Klite Model Kl-3402/Regent/LT/Trilux (NDSR-1.1) |
| 338 | Supply, Installation, Testing and Commissioning of IP-40 rated 12W LED ceiling recessed bowl shaped back-lit panel light - Indoor luminaire with soft uniform Light distribution. Luminaire should be made of die-cast aluminium for better thermal management. High efficiency diffuser for glare free, uniform light distribution. CRI (Ra) : >80, SDCM≤ 3 to avoid color deviation , Led life should be atleast L70B10 50,000hrs High lumen output (Delivered) of at least 100lm/w.High PF constant current LED driver with surge and thermal protection with follwoing ratings Power Supply : |
| 339 | Integrated Power Factor : >0.90 THD : <20% Surge Protection : 2.5KV Efficiency : >83%.Suitable for operation on 240V, 50Hz single phase ac supply, Operating Voltage : 90-265Vac Operating Temperature : -15°~+50°C.Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, IES, LM 79, LM 80, & TTC certificates will be provided from in house NABL accredited lab.Certification: CE Certified, Design Patented/Registered, ROHS compliant, BIS Certification for Luminaires & Drivers Make: Klite Model-KL-3321/Regent/LT/Trilux (NDSR-1.2) |
| 340 | LED Panel light 2x2 ft., (System lumen efficacy >135 Im/Watt)Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS: 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.20.95, IP20, CRI ≥80, UGR (Unified Glare Rating) ≤ 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends,CCT 3000°K/ 4000°K/ 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching… |
| 341 | [4:01 pm, 29/7/2026] kapil tyagi: required with Minimum 5 year OEM warranty. System lumen efficacy >135 Im/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) (DSR-2025/8.8.5) |
| 342 | Supply, Installation, Testing and Commissioning of IP-40 rated 18W LED ceiling recessed back-lit panel light - Indoor luminaire with soft uniform Light distribution. Luminaire should be made of die-cast aluminium for better thermal management. High efficiency diffuser for glare free, uniform light distribution. CRI (Ra) : >80, SDCM≤ 3 to avoid color deviation , Led life should be atleast L70B10 50,000hrs High lumen output (Delivered) of at least 100lm/w.High PF constant current LED driver with surge and thermal protection with follwoing ratings Power Supply : |
| 343 | Integrated Power Factor : >0.90 THD : <20% Surge Protection : 2.5KV Efficiency : >83%.Suitable for operation on 240V, 50Hz single phase ac supply, Operating Voltage : 90-265Vac Operating Temperature : -15°~+50°C.Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, IES, LM 79, LM 80, & TTC certificates will be provided from in house NABL accredited lab.Certification: CE Certified, Design Patented/Registered, ROHS compliant, BIS Certification for Luminaires & Drivers Make: Klite Model-KL-3322/Regent/LT/Trilux (NDSR-1.5) |
| 344 | Supply, Installation, Testing and Commissioning of Linear wall line n dot LED mirror light luminaire with system power [20W ± 5%], should be available in 3000K/4000K/6000K color temperature, minimum dimesnion 600 x 36 x 75, should be made up of High-Grade Aluminium with Die-cast Endcaps, Diffuser/Lens Material : Polycarbonate, Diffuser Finish : Vaccum Metalized Chrome Finish, UGR<12, operational voltage range of 90-265V, power factor > 0.9, THD < 10%, Inbuilt surge protection of 3 KV, Luminaire has Ingress protection of IP20. |
| 345 | The luminaire should have minimum lumen output of 1000 lumens , CRI of >80 . The LEDs used have a life of 50000 burning hrs Lumen maintenance as per L70B10 with SDCM<=3 binning Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, IES, LM 79, LM 80, & TTC certificates will be provided from NABL accredited lab.Certification: CE Certified, Design Patented/Registered, ROHS compliant, BIS Certification for Luminaires & Drivers Make: Klite Make:- KL-3315 /Regent/LT/Trilux (NDSR-1.6) |
| 346 | Supply, Installation, Testing & Commissioning of IP-54 rated 12W Decorative WALL BRACKET LIGHT, Housing Material Cast Aluminium with inbuilt led, Diffuser Material PMMA with diacast aluminum body Coated Powder Coated Finish. Klite Model: KL-4352 or equivalent to Unilamp/Philips (NDSR-1.7) |
| 347 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required (DSR-2025/9.1.3) |
| 348 | Supply, Installation, Testing and Commissioning of Fresh air fan 300 mm (NDSR-1.9) |
| 349 | OUTGOINGS4 Nos. 100 Amp TPN MCCB 6 Nos. 63 Amp TPN MCB 5 Nos. 40 Amp DP MCB Building panel as described above |
| 350 | External Lighting Panel Incomer 1 No 100amps 4P MCCB (16KA) with thermal Magnetic release (PRTM) with class-C transient voltage surge suppression device suitable for 3 phases as per specifications.Metering & Indication for each incomer1 set of R,Y,B, phase indicating lamps Multifunction digitalmeter (consisting of Voltage, Current, Frequency, PF, KWh, kVA, harmonics upto 15th order & %THD) with Rs. 485 Prot, |
| 351 | Sets of 100/5A CL,2s, 15VA CTs for measuring.Sets of phase indicating lamp with 2A control MCBs.BUS-BAR125A TPN Aluminium Bus Bar with colour coded PVC SleevesOutgoings 4 No. 63 amps 4P MCB8 No. 40amps 4P MCBExternal Lighting Panel Descrived Above |
| 352 | SUB HEAD-VIII : CABLE & END TERMINATIONS 2022Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (DSR-2025/10.1) |
| 353 | Upto 35 sq. mm (DSR-2025/10.1.1) |
| 354 | Above 35 sq. mm and upto 95 sq. mm (DSR-2025/10.1.2) |
| 355 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. (DSR-2025/10.5) |
| 356 | Upto 35 sq. mm (DSR-2025/10.5.1) |
| 357 | Above 35 sq. mm and upto 95 sq. mm (DSR-2025/10.5.2) |
| 358 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. (DSR-2025/10.6) |
| 359 | Above 35 sq. mm and upto 95 sq. mm (DSR-2025/10.6.2) |
| 360 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. (DSR-2025/10.8) |
| 361 | Upto 35 sq. mm (clamped with 1mm thick saddle) (DSR-2025/10.8.1) |
| 362 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) (DSR-2023/10.8.2) |
| 363 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. (DSR-2025/10.10) |
| 364 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (DSR-2023/11.1) |
| 365 | 3½ X 50 sq. mm (35mm) (DSR-2023/11.1.22) |
| 366 | 3½ X 70 sq. mm (38mm) (DSR-2023/11.1.23) |
| 367 | 4 X 10 sq. mm (25mm) (DSR-2023/11.1.32) |
| 368 | 4 X 16 sq. mm (28mm) (DSR-2023/11.1.33) |
| 369 | 4 X 25 sq. mm (28mm) (DSR-2023/11.1.34) |
| 370 | upply of MV cableSupply, following sizes of PVC sheathed PVC/XLPE insulated Aluminium conductor/copper conductor power/ multicore control armoured cable of 1.1 KV grade. (UPPWD 2018) |
| 371 | 3 C - 70 sq mm Aluminium |
| 372 | 3 ½ C - 50 sq mm Aluminium |
| 373 | 4C- 25 sq mm Aluminium |
| 374 | 4C- 16 sq mm Aluminium |
| 375 | 4C- 10 sq mm Aluminium |
| 376 | SUB HEAD- IX : EARTHINGEarthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (DSR-2025/5.2) |
| 377 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR-2025/5.4) |
| 378 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR-2025/5.6) |
| 379 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe FRLSom earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. (DSR-2025/5.10) |
| 380 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. (DSR-2025/5.11) |
| 381 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. (DSR-2025/5.14) |
| 382 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. (DSR-2025/5.15) |
| 383 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. (DSR-2025/5.16) |
| 384 | SUB HEAD-X : EXTERNAL LIGHTINGSupply of following sizes XLPE insulated (Heavy duty) Aluminium or Copper conductor armoured cables suitable for working voltage upto and including 1100 Volts complete as required and as per specifications. (DSR-2025/1.17) |
| 385 | 2 x 6 sq.mm (DSR-2025/1.17.29) |
| 386 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (DSR-2025/10.1) |
| 387 | Upto 35 sq. mm |
| 388 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. (DSR-2025/10.5) |
| 389 | Upto 35 sq. mm (DSR-2025/10.5.1) |
| 390 | Termination of the following sizes of XLPE insulated Aluminium/ Copper conductor cable including providing terminal lugs,double compression gland , crimping the joints ,providing insulation tape,effecting terminal connections to the equipment complete as required. (DSR-2025/11) |
| 391 | 2 x 6 sq,mm, Al conductor cable (DSR-2025/11.1) |
| 392 | Supply, laying and termination of the following sizes of 650/1100 volts grade PVC insulated copper conductor wires in existing conduits including end terminations with copper lugs. (DSR-2025/1.17) |
| 393 | 3 x 2.5 sq.mm. Copper conductor ,PVC insulated PVC sheathed wires (DSR-2025/1.17.12) |
| 394 | Supplying and fixing in position of the following sizes of GI conduit buried in ground 600 mm deep including all accessories complete as required and as per specifications. (DSR-2025/1202) |
| 395 | 25 mm dia GI conduit (DSR-2025/1202) |
| 396 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc asrequired. (DSR-2025/15.14) |
| 397 | 100mm dia (DSR-2025/15.14.1) |
| 398 | 250mm dia (DSR-2025/15.14.3) |
| 399 | Supply,fixing and laying of Heavy duty PVC pipes complete buried in floor with joints and other accessories as required. (NDSR-6.3) |
| 400 | 63 mm dia, 2mm thick (NDSR-6.3) |
| 401 | SITC of 5 Mtr height flange mounted hot dip galvanized Octagonal pole made from HT steel plate, window with flash cover with full verticle window cover at appropriate height from the base plate on existing cement concrete pedestal as required. i/c supplying and fixing of 6 mm thick laminated mounted sheet inside the window mounted on and i/c providing and welding 3 nos. GI strips 4 mm thick of suitable length and having suitable size tapped holes as reqd, terminal block suitable for 25 sq mm conductor – 4 nos. & shorting links on DIN channel i/cpdg and fixing DIN channel of suitable length,, 6 Amp. SPMCB ‘C’ |
| 402 | characteristics, earth stud, cable support clamp suitable for Upto 4x25 sqmm cable. Logo/Name of manufacturer shall be embossed on the Pole. Galvanization as per relevant IS.5.0 mtr height, 3 mm thick, bottom dia of 130mm & top dia of 70mm base plate of size 225 x 225 x 12 mm thick including Foundation. Fabrication supplying and fixing Class B Galvanised single overhang arm bracket made out of 250 mm long galvanized top tube with cap & 1000 mm long 32 mm dia galvanized pipe with tightening bolts complete as reqd. Foundation bolt size 16mmx600mmx4 nos. each inclusive 45 Watt LED light fixture. (DSR-2025) |
| 403 | Supply,Installation,Testing and Commissioning of 40-45 Watt Warm White LED Linear Wall Washer luminaire CCT 3000K ± 250K for illuminate 3D wall painting with aluminium extruded housing. Length of the luminaire shall be 1000mm in size. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270VAC ,50Hz , |
| 404 | powerfactor>0.9. Fixture shall be suitable to operate at ambient temperature range of-5°Cto+50°C and shall be IP65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required Engineer-In-Charge. The branding name shall be embossed on the housing of the fixture. The minimum warranty shall be for 2 years (DSR-2025) |
| 405 | Supply, Installation, Testing & Commissioning of 12W LED Landscape outdoor LED Bollard made out of Aluminium casting complete 600-700mm long with PU paint and suitable post top LED light, PC diffuser opening for uniform distribution of light. Luminaire is provided with a base plate and fixing holes for directly mounting on the concrete pedestal. |
| 406 | pedestal. Height of Bollard between 600-700mm. Where Luminaire is wired with inbuilt driver with 4.5kV surge protection, Nominal Supply voltage will be 220-240V, power factor will be more than 0.95. And ingress protection will be IP65. CCT: 3000K ± 250K. The branding name shall be embossed on the housing of the fixture. The minimum warranty shall be for 2 years (DSR-2025) |
| 407 | Supply,Receiving and fixing in position, effecting proper connections, testing and commissioning of 35 W GATE LIGHT (NDSR-6.4) |
| 408 | Supply, Installation & Commissioning of Solar PV stand alone Street Lighting System comprising of two 37 Wp / one 74 Wp SPV module, one 12 V, 75 Ah Tubular Plate sealed maintenance free VRLA Gel Battery, one luminaries with inbuilt inverter, dusk to dawn circuit for automatic switching on & off at dusk & dawn and 24 W LED Light, pole, one charge-regulator, module mounting structure, Pole mounted Battery box, cables and other fittings along with 5 (five) years guarantee / warranty period (25 years for SPV Module). (NDSR-6.5) |
| 409 | Supply, installation, Testing and Commissioning of 12.5MTR shaft shall be in 2 section with hot dip Galvanised . There shall be circumferential Weld.It shall also include accessories for high mast including head frame,3point spension system with steel wire rope 6mm dia,double drum winch,cable,Galvanised Lantern carriage arrangement suitable for 6/12Luminaries .Supply of Foundation bolts manufactured from special steel along with nuts,washers,anchor |
| 410 | plates&Temlates.Bottom Dia 360mm ,Top Dia 150mm ,Sheet Thk 3.3mm Automatic Control panel Fabricated with 16SWG CRCA sheet of size 600 X 600 X 300mm outdoor type with 25A Contractor ,63AMCCB,24 Hr Timer & Revese /Forward Switch. Flood light 150W Fixture made of pressure die cast Aluminium housing with front Toughened Glass with suitable lens for uniform having IP66 protection ,lumen 120/W for high Efficiency LED ,THD-10%, Potted driver with 4/6kva surge Protection. |
| 411 | Supply, installation, Testing and Commissioning of 12W RGB UNDERWATER SPOT LIGHT (NDSR-6.6) |
| 412 | Supply, installation, Testing and Commissioning of 9W WARM WHITE PERIMETER LIGHT (NDSR-6.7) |
| 413 | Supply, installation, Testing and Commissioning of 9W FOCUS SPOT LIGHT (NDSR-6.8) |
| 414 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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