Tender For Development Of Namo Udyan In (Under Special Grants To Municipal Councils For Special Work Scheme)At Chakan Nagar Parishad, Chakan , Dist. Pune
Tender Value
1.05 Crore
Estimated cost
Bid Submission
24 Jul 2026
0 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Namo Udyan In (Under Special Grants To Municipal Councils For Special Work Scheme)At Chakan Nagar Parishad, Chakan , Dist. Pune
BOQ
| Sl. No. | Item Description |
| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Spec. No.: Bd.A.1 Page No. 259 |
| 3 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift from 1.5 to 3.0m.) By Mechanical MeansSpec. No.: Bd.A.2 Page No. 259 |
| 4 | Excavation for foundation in Soft rock and old cement and lime masonry foundations including removing the excavated mate-rials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means Spec. No.: Bd.A.4 Page No. 259 |
| 5 | Filling in plinth and floors with contractor’s soil, sand or murum in 15 cm to 20cm, layers including watering and compaction complete. Spec. No. Bd.A.11 Page No. 263 |
| 6 | Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (To be executed with prior approval ofSuperintending Engineer) |
| 7 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete. Spec. No.: Bd.A.10 Page No. 262 |
| 8 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting complete. Spec. No. Bd.A.12 Page No. 264 |
| 9 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water, striking joints on unexposed faces, raking out joints on exposed faces and watering Complete.Spec. No.: Bd.G. 1 Page No. 313 |
| 10 | Providing second class Burnt Brick masonary with conventional/ I.S. type bricks in cement mortor 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete.Spec. No.: Bd.G. 5 Page No. 315 |
| 11 | Providing second class Burnt Brick masoanry with Conventional / I.S. type brick in cement mortor 1:4 In half brick thick wall including mild steel longitudinal reinforecement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm x 1.6 mm at every third course properly bend and bonded at ends scaffolding racking out joints and wartering complete. Spec. No: - Bd. G.7 Page No.316 |
| 12 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. |
| 13 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 14 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite /quartzite /gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.E. 3/Page One Number 288/I.S.456 (2000) |
| 15 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.F.3 Page One Number 298 and B.7, Page One Number38 |
| 16 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec No.Bd.F.5 Page One Number 300 and B-7,Page No 38. |
| 17 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade))Spec. No.:Bd.F.6 Page One Number 300 and B.7, Page One Number38 |
| 18 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.: Bd.F.8 Page One Number 302 and B.7, Page One Number38 |
| 19 | Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.: Bd.F.11 Page One Number 304 and B.7, Page One Number 38 |
| 20 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.: Bd.F.11 Page One Number 304 and B.7, Page One Number 38 |
| 21 | providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No: - Bd.F.17 Page No. 306 |
| 22 | Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc.complete. |
| 23 | Providing and laying ceramic tiles having size 30 cm. x 60 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. |
| 24 | Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with full moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete. |
| 25 | Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete. |
| 26 | Providing and laying Rough Shahabad 25 to 30mm thick |
| 27 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete |
| 28 | Stamp Concrete of 100mm Thickness - Providing and Laying in-situ M30 Grade unreinforced plain cement stamp concrete of 100mm thickness pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) Confirming to IS 383, as per mixed in a batching and mixing plant / non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site in nagpur city with lead upto 20KM (on Inner Ring Road from Avasti nagar to wadi), spreading, laying with approved make pover, compacted and finished in a continous operation, finishing to lines and grades Also Providing, Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method @5kg per sqm. Including texturing, and covering with plastic sheet (min 200 micron thickness) and also applying two coats of UV-stable,30 % solids clear sealer @ 150 to 250 gms per sqm using surface roller and protecting from falling dust,dirt and curring by curring compound / by providing cement vata in cement Mortor 1:8 @ 0.6m x 0.6m center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect etc. complete. (prior approval of superinteding Engineer will be necessary ) |
| 29 | Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. |
| 30 | Providing internal cement plaster 12 mm thick in a single coats in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No: - Bd. L.2 Page No.368 |
| 31 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. Spec. No: - Bd. L.1 Page No.367 |
| 32 | Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. |
| 33 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. With natural sand. Spec. No.Bd.L.7 Page No. 369. |
| 34 | Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc.complete |
| 35 | Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete |
| 36 | Providing and applying Texture plaster with finishing with texture material of approved make in 3 to 4 millimeter thickness on previously plastered surface, including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness or as required, in all position including preparing the surface, scaffolding etc. complete. |
| 37 | Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. |
| 38 | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) |
| 39 | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) |
| 40 | Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. |
| 41 | Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete. |
| 42 | Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating without box |
| 43 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete |
| 44 | Providing and fixing 50 mm diameter and 1.5 mm thick vertical and top Stainless steel hand railing in S.S.304 Grade with Stainless steel square/circular pipe bracing of size 32 mm x32 mm x1.5 mm in 3 rows including fabricating, fixtures, errecting,necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete Spec no.As directed by Engineer Incharge |
| 45 | Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. |
| 46 | Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete. |
| 47 | Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) |
| 48 | Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 600 mm girth (Surface Width). |
| 49 | Supplying and fixing of 6mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour by approving authority with UV resistant Decorative colour paper on both side typically made out of multiple layers of craft papers and then impregnated with thermosetting phenolic resins, on top of it melamine treated barrier paper and decorative paper and wear layer on both the sides saturated with melamine resins and then covered with UV resistant acrylic resin layer which makes it extremely durable and weather resistant compressed together on extremely high pressure and hardened with electron beam curing to get the total desired thickness of 6mm matching European standard specification as per EN 438 -part 6, protected with 60 Micron protective peel-off film on both side which in no case leave any adhesive mark over the panel surface after it is peeled off. Fixing of the same to be done on a supporting frame of 50 mm X 5 mm X 3 mm powder coated aluminium box section to be spaced horizontally and vertically in 600mm X 600mm grid and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle bracket prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the Aluminium section with the help of pure polyester exterior grade colour coating rivets as per architectural drawings or as directed by Engineer-in-charge. |
| 50 | Providing cement patta / band of 2.50 cm width on either side of edges of plaster for doors and windows including scaffolding ,finishing, curing etc. complete. |
| 51 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. |
| 52 | Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 53 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
| 54 | Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. |
| 55 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks,including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete |
| 56 | Providing and fixing White glazed with bottle trap earthenware Wash Hand Basin of 55x40 cm size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including UPAC waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing etc. complete. BDV.-30 Page One Number616 |
| 57 | Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres |
| 58 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 59 | Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 60 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 61 | Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directedetc. complete. |
| 62 | Providing and fixing C.P.Two way BIB cock of approved make continental including necessary sockets/union nut etc. complete. |
| 63 | Providing and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete. |
| 64 | Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. |
| 65 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. |
| 66 | Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. |
| 67 | BIRD BIN DUSTBIN (Proving and Fixing) HEIGHT : - 2.25’ DIA : - 1.25’ This dustbin is made up from FRP sheet with a 3 mm to 4 mm thick sheet of diameter 1.25 feet and given a shape of a bird with attractive color. Work done should be as per Engineer incharge Instructions. R.A. Unit : 1 / Number |
| 68 | Supplying and laying 100% PP Staple fibre Non woven Geobags filled with locally available sand (inital Lead of 50m) having minimum mass of 400 GSM and Tensile strength of 22/24 KN/M in MD/CD and elongation of 60/60 %. The specified Geotextile (Bags) shall have puncture resistance of 4100 N and abrasion resistance of greater than 75% of strength & thickness, to be laid as per drawing in required line, level, slope as per drawing, section in tidal condition as directed by Engineer - in - Charge. (Size of Bag 1.00 x 0.70m with inflated thickness of 10cm at Centre weight of each filled bag shall be in between 130 to 150 kilogram) |
| 69 | Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Bandaid) adhesive tape for medicinal use, scissors, anti-septic solution etc. (All above contents shall be of standard makes) |
| 70 | FOUR SWEATER SEE-SAW (Proving and Fixing) Age Group :- 3- 10 yrs. Product Area :- 3.0 m x 0.5 m Safe Play Area :- 4.0 m x 1.5 m Material Specification : The Four seater See-Saw comprises four ROTO seats. The lever consists of 20 NB and 80 NB powder coated GI pipes. The bearing used in this item is heavy duty nylon bush type. The stand for see saw is made using 50 NB GI pipe. All pipes are ‘B’ class pipes The Foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.45m and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Work done should be as per Engineer incharge Instructions.R.A. Unit : 1 / Number |
| 71 | SPRING RIDER DUCK (Proving and Fixing) Rec. Age : 3 – 6 yrs. The area : 1 m x 0.5 m Safe play area : 2 m x 1.5 m The ducks made out from fiber reinforced plastic (FRP (FIBER REINFORCED PLASTIC) / ROTO MOLDING( LLDPE /HDPE). The handles provided for gripping is made up of 15 NBGI pipes. The duck is made out of LLDPE/HDPE in rotational molding. The duck is mounted on a pair of heavy- duty compression spring. Also a GI flat is provided for footrest. The spring is mounted on 5mm thick plate. And the stand for support is made out of 40 NB pipe. All pipes are ‘B’ class pipes The Foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.45m and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Work done should be as per Engineer incharge Instructions.R.A. Unit : 1 / Number |
| 72 | MINI WAVE SLIDE (Proving and Fixing) Rec. Age :- 3 - 8 yrs. The area :- 2.2 m x 0.6 m Safe play area :- 3.7 m x 2.1m Height :- 0.9m In the mini wave slide the center support is made up of 50 NB pipe. The slide portion is made in Fiberglass reinforced plastic. The thickness of the mini slide is 4mm with proper reinforcement to support the module. The triangular steps of the slide are of 16 SWG and ladder frame is made in 20 NB powder coated GI pipe. The landing support is made up of 25 NB GI pipes. The ladder is designed in such a way there won’t be entrapment of child’s foot while playing. All the sharp edges and corners properly grinded to give smooth finish so that children are not hurt while playing the pure polyester powder coating done on the pipes extends the life of equipments. All pipes are ‘B’ class pipes All Structures are to be Powder Coated. All Work Done As Per General Raw Material Sheet Added Below. Work done should be as per Engineer incharge Instructions. R.A. Unit : 1 / Number |
| 73 | WINDLER GO ROUND (Proving and Fixing) Rec. Age : - 5-12 yrs. The area : - 1.5 m dia. Safe play area : - 2.5 m dia. The platform of the Twindler Go Round consists of circular non-skid type FRP/ROTO MOLDING (LLDPE/HDPE. It is provided with handrails of 20 NB GI pipes with minimum thickness of 2 mm. The bearing used in this item is of heavy duty bearing permanently lubricated with water sealant. All pipes are ‘A’ class pipes. All pipes are ‘B’ class pipes All Structures are to be Powder Coated. All Work Done As Per General Raw Material Sheet Added Below. Work done should be as per Engineer incharge Instructions.R.A. Unit : 1 / Number |
| 74 | SPRING RIDER WHALE (Providing and Fixing) Rec. Age : 3 – 6 yrs. The area : 1 m x 0.5 m Safe play area : 2 m x 1.5 m The whale/pony or bike is made out from fiber reinforced plastic (FRP)/ ROTO MOLDING( LLDPE /HDPE). The handles provided for gripping is made up of 15 NB GI pipes. The duck is made out of LLDPE/HDPE in rotational molding. The duck is mounted on a pair of heavy-duty compression spring. Also a GI flat is provided for footrest. The spring is mounted on 5mm thick plate. And the stand for support is made out of 40 NB pipe. All pipes are ‘B’ class pipes The Foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.45m and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Work done should be as per Engineer incharge Instructions. R.A. Unit : 1 / Number |
| 75 | 6 MPPS - 1.5 M Height - Ground Area 6.9 x 5.7m, 1 station at 1.5 m height, Providing and Fixing as per design and drawing directed by Engineer in charge with 2 years warranty MPPS 1.5 mtr Height HEXAGONAL DECK-1.5 MTR The platform shall be made up of Fiber Reinforced Plastic (FRP) 6 to 8 mm thickness with anti skid surface. Platform Diameter 2 Mtr. The platform 6 Nos. support with 80 mm Gl pipe. Top railing made up of 20mm G.I. pipes, Braising Hexagonal frame shall be made from 40 x 40 x 5 mm thickness MS angle, Total area required for Hexagonal deck 2 x 2 Mtr. Platform support pipe and Braising frame shall be powder coated. Platform inside 40 x 40 x 5 mm thickness MS angle Frame. S.S. (Non Rusting) Nut Bolt 12 mm & Nylon Lock Nut with Nylon Cap made with 66 nylon Material. Powder Coating 60 Micron with PP Powder HEXAGONAL ROOF The Hexagonal canopy is made up of Fiberglass Reinforced Plastic 3mm thk. ROTO ROCK SCRAMBLER-1.5 MTR Rock Scrambler platform shall be made up of 5 mm to 6 thick LLDPE (Low linear Density Poly Ethylene)/ROTO. Rocks shaped design on same platform and ground support for the platform 25 mm NB GI pipe 50 x 10 MS flat shall be used. All pipes, flat shall be powder coated to avoid rusting 1.00 S.S. (Non Rusting) Nut Bolt 10mm & Nylon Lock Nut with Nylon Cap made with 66 nylon Material. Powder Coating 60 Micron with PP Powder. ROTO STEP LADDER -1.5 MTR The attractive Ladder chute shall be made from Low Linear Density Poly Ethylene (LLDPE) of 7 to 8mm Thickness. |
| 76 | DOUBLE ARCH SWING - ROUND SEAT (Providing and Fixing) Product Area : 12 x 6 x10 FT Safe area : 20 x 12*14 FT Children capacity: 2 The arched shaped side frame is made of 80 NB GI pipes and top pipe is made up of 50 NB GI pipes. All pipes are ‘B’ class pipes The frame is powder coated to give an esthetic look. There are two round seats provided which are made out of Nylon Rope The belt seat is suspended on 8 mm rubber coated GI chain. The ball bearings are mounted inside a specially designed nylon clamp. All pipes are ‘B’ class pipes The Foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.45m and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Work done should be as per Engineer incharge Instructions. R.A. Unit : 1 / Number |
| 77 | CRAWL TUBE (Proving and Fixing) Rec. Age :- 3-14 years Product Area : 2.5m X 1m (8.2ft X 3.3ft) Safe Play Area : 3.5m X 2m (11.5ft X 6.6ft) Support pipe: 80 NB hot dip galvanized pipe of 1480mm length conforming to IS 1239 with GI thickness up to 60μ The tube is made up of LLDPE by rotational molding process. Two halves are joined together to form a single tube. Two rotational molded entries are provided at both the ends. The sides of the tunnel are provided with slots for outside view for the children while crawling. Tube size -dia760 x 1150 mm .Entry size - 1100 x 970mm.. The ROTO products are manufactured using material LLDPE with UV stabilization of Food Grade Non Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm.The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. Clamp :Two specially designed clamps joined together with SS 304 graded non rusting nut-bolts conforming to ASTM E-1086:1994, made from Nylon Grade- 6 plastic. All Structures are to be Powder Coated. AllWork Done As Per General Raw Material Sheet Added Below. Work done should be as perR.A. Unit : 1 / Number |
| 78 | Air Walker DIMENSIONS :- 1060mm (Length) x 810mm (Width) x 1600mm(Height). SAFE AREA: - 2.0 M x 1.8 M Air Walker Equipment made from “B” class G.I. Pipe of different NB. The main frame pipe is of 80mm NB made from “B” Class G.I. Material which is bend at the radius of 250mm. The bottom support of M.S. round plate of Ø250 mm & 10mm thick. The leg movement frame is of 32NB made from “B” Class G.I. pipe. This link is supported with MS flat of size 60X8mm. The handle frame is of 25NB made from “B” Class G.I. pipe. The foundation used for fixing is a structure and made from center pipe of G.I. of 80 NB “B” class welded with M.S. round plate of Ø250 mm & 10mm thick. Main pipe supported with 25 mm X 25mm M.S. angles of 3 mm thickness and 20mm x 40mm CRC square pipes of 3mm thickness. Closing Caps are made up of high quality Fiber reinforced Plastic material. Pins used of Diameter 25mm are made up from bright material. A24 circlips are used for assembly. The bearings used are “6205” permanent lubricated sealed bearing of repute brand likw SKF, FAG. High tensile steel galvanized nuts & bolts are used for assembly. The footrests are made from casted Aluminum material, having sizes 130mm X 310mm X 5mm thick. With the support of 250mm X 115mm X 3mm thick MS plate. To build structure bushes are used which are made from M.S.seamless pipe of 60mm O.D. and 5mm thickness as well as 60mm diameter solid bar bush is used. Bolt M8 X 16 mm and Nylock nut of M8 made of SS 304 used |
| 79 | Cross Trainer DIMENSIONS:-1320mm (Length)x 600mm (Width) x 1750mm. (Height). SAFEAREA:-1.77x1.2Mtr. Crosstrainer equipment madefrom“B” ClassG.I.Pipe of different NB. NB stands for Nominal Bore Sizes i.e. Internal Dia. of pipe in millimeters. Make of G I Pipe will be of Tata, Jindal, Swastik, Zenith or Siddharth. The main frame Pipesareof80NB “B”ClassG.I.Pipe with single bend pipe with 250mm radius. The bottom support of M.S. round plate of Ø250mm &10mm thick. The Handle Frame is made up of 25NB “B” Class G.I. Pipe. The foundation used for fixing is a structure and made from center pipe of G.I. of 80 NB “B” class welded with M.S. round plate of Ø250 mm &10mm thick. Main pipe supported with 25mm X 25mm M.S.angles of 2mm thickness and 20mm x 40mm MS square pipes of 2mm thickness. To build structure bushes are used which are made from M.S. seamless pipe of 60mm OD. With 5 mm thickness. The foot rests are made from HDPE / LLDPE material of size 130mm X 310mm X 5mm thickness and mounted on M.S.Plate of Size 130mm x 310mm x 3mm thick Closing Caps are made up of highquality HDPE / LLDPE Plastic material. Pins used of Diameter 35mm, 25mm, and 17mm are made up from bright material. The Bearings used are of “6007zz” “6205zz” and “6203zz” permanent lubricated sealed bearing of reputed brand like SKF, FAG. High tensile steel with galvanized nuts and bolts are used for assembly. A16 , A 24 mm circlips are usedforassembly. Bolt M8X16 mm and NY lock nut of M8 made of SS are used on nylon cap mounted on pins to protect bearings and pins from rain and dust. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material,transport, etc complete all. Work done should be as per engineer inchargeR.A. Unit : 1 / Number |
| 80 | Sky Walker DIMENSIONS :- 1650mm (L) x 700mm (W) x 1650mm.(H) SAFEAREA :- 2.7 m x 1.6 m. Sky Walker Equipment made from “B” class G.I. Pipe of different NB. NB stands for Nominal Bore Sizes i.e. Internal Diameter of pipe in millimeters. Make of G I Pipe will be of Tata, Jindal, Swastik, Zenith or Siddharth. The main frame pipe is of 80mm NB madefrom “B” Class G.I. Material which is bend at the radius of 250mm. The legmovement frame is of 50 x 50 mm x 3mm thick MS square pipe. Sleeves are made up of 100 mm OD M.S. pipe with thickness 5mm. This results in easy replacement of bearings, pins and handle. The handle frame is of 25mm NB made from “B” Class G.I. pipe. The foundation used for fixingis a structure and made from center pipe of G.I. of 80 NB “B” class. Welded with M.S. round plate of Ø250 mm &10mm thick. Main pipe supported with 25mm X 25mm M.S. angles of 2mm thickness and 20mm x 40mm MS square pipes of 2mm thickness. Two foundations are provided for rigid support. The foot rests made from HDPE / LLDPE material of size 130 X 310 X 5mm. Closing Caps are made up of high quality HDPE / LLDPE material. The pins used are made up of Ø 25mm bright material. Pins are fixed at the outer end with M8 grub screws and Dia. 8mm SS ball. The bearings used are “6205zz” are permanent lubricated sealed bearing of reputed brand like SKF, FAG. High tensile steel with galvanizednuts & bolts are used for assembly. The cerclips used for assembly are of A24type. TThe foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment,Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micronthickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, , transport, etc complete all. Work done should be as per engineer incharge R.A. Unit : 1 / Number |
| 81 | Thai - Chi Spineer (2 Wheel) DIMENSIONS:-1000mm (Length)x 500mm (Width) x 1450mm (Height). Safe Area :- 1.9 Mtr X 1.9Mtr Thai chi spinner Equipment made up of “B” Class G.I.pipe of different NB. NB stands for Nominal Bore Sizes i.e. Internal Diameter of pipe in millimeters. Make of G I Pipe will be of Tata, Jindal, Swastik, Zenith or Siddharth. The center pipe is of 100 mm NB made up of “B” Class G.I.pipe. The handle movement round frame is made up from 25 NB “B” class G.I. pipe. The foundation used for fixing is a structure and made from center pipe of G.I. of 100 mm NB “B” class Welded with M.S. round plate of Ø250 mm & 10mm thick. Main pipe supported with 25mm X 25mm M.S.angles of 2mm thickness and 20mm x 40mm MS square pipes of 2mm thickness. Closing Caps are made up of high quality HDPE / LLDPEmaterial. The pins used are made up of Ø25mm of bright material. •The bearing used is “6201zz” & “6205zz” permanent lubricated sealed bearing of reputed brand like SKF, FAG. High tensile S.S. nut bolts are used for assembly. Foundation cover Closing Cap is made from HDPE / LLDPE. The cerclips used for assembly is of A24 and A11. The nylon bush is used for handle knob. Bolt M8 X 16 mm and Nylock nut of M8 made of SS are used on nylon cap mounted on pins to protect bearings and pins from rain and dust. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, , transport, etc complete all. Work done should be as per engineer incharge R.A. Unit : 1 / Number |
| 82 | Single Seated Pullar DIMENSIONS:-1900mm (L) x 740mm (W) x 1920mm. (H). SAFEAREA:-1.2 M x 3 M Seated puller equipment made-up of “B” Class G.I. pipe of different NB. NB stands for Nominal Bore Sizes i.e. Internal Diameter of pipe in millimeters.Make of G I Pipe will be of Tata, Jindal, Swastik, Zenith or Siddharth. The center pipe is of 100 NB made from “B” Class G.I. pipe. Bottom support is of M.S. round plate of Ø250mm & 10mm thickness is welded. All linkages are made up of 25NB “B” class G.I. pipe. The handle frame is of 32NB “B” class G.I. pipe. The seat frame is of 32NB “B” class G.I. pipe, To build structure bushes are used which are made from seamless pipe of 60mm O.D. and 5mm thickness as well as 60mm diameter solidbar bush is used. The foundation used for fixingis a structure and made from center pipe of G.I. of 80 NB “B” class. Welded with M.S. round plate of Ø250 mm & 10mm thick. Main pipe supported with 25mm X 25mm M.S. angles of 2mm thickness and 20mm x 40mm MS square pipes of 2mm thickness. Foundation cover Closing Cap is made from HDPE / LLDPE material. Theseats and Back rests are fitted onthe outer frames are made up of M.S. Sheet of size 330mmX 300mmX2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharpedges. Pins used of Diameter 25mm and 17mm are made up from bright material. The bearings used are of “6205zz” and “6203zz” permanent lubricated sealed bearing of reputed brand like SKF, FAG. High tensile steel with galvanized nuts & bolts are used for assembly. The cerclips used for assembly are of A16. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3 below ground level and painting is done by attractive colorspraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, , transport, etc complete all. Work done should be as per engineer incharge |
| 83 | SHOULDER BUILDER Providing and fixing Shoulder Builder made from “B” Class G.I. pipe. The Center Pipe is of 100mm NB made from “C” Class G.I. pipe, and the bottom support of M.S. Round plate of 250 mm diameter & 10mm thickness is welded at bottom. The handle movement frame is of 25 NB & 20 NB made from “C” Class G.I. pipe. To Join the centre pipe & handle movement frame seamless pipe of 130mm dia & 3mm thickness is used. The foundation used for fixing consists of three equal items i.e. 100mm NB made from “C” class G.I. Pipe, M.S. Round Plate of 250 mm dia & 10mm thickness & 25 mm X 25mm X 3mm M.S. angle. Closing caps made from top quality FRP material which is of 2 mm thickness. The pins used are made up of 25 mm dia bright bar. The bearing used are of “6201” & “6205” permanent lubricated sealed bearing of reputed make like SKF, FAG. The nut bolts used for assembly are made from S.S. material. The serclips used for assembly is of 25 mm diameter. The Poly Urethin plastic bush is used for handling. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3 m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, , transport, etc complete all. Work done should be as per engineer inchargeR.A. Unit : 1 / Number |
| 84 | Arm & Paddle Bike Providing and fixing Cycle made from “B” class G.I. Pipe. The main frame of Ø40mm made from “C” Class G.I. pipe. For the support of foot pedal M.S. round plate of Ø250 mm & 10mm thickness is used. The handle frame is of Ø32mm made from “C” Class G.I. pipe. The seats is fitted on the frame is made up of high quality FRP material of size 330 mm X 300 mm of thickness 3 mm & M.S. Plate of thickness 5 mm and Size 250 mm X 200 mm is used to Support it. The foundation used for fixing is consists of 25 mm X 25mm M.S. angle of 3 mm thickness. Closing Caps made from top quality FRP material with 2 mm thickness. The pins used are made up of Ø 25mm bright bar. The bearings used are “6205zz” permanent lubricated sealed bearing of reputed make (SKF/FAG). High tensile steel with galvanized nut bolts are used for assembly. The serclips used for assembly are of Ø25 mm. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, , transport, etc complete all. Work done should be as per engineer incharge. R.A. Unit : 1 / Number |
| 85 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 86 | Supplying on site fresh Garden soil (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 30 cms.( consolidated thickness).(As per P&G DSR 2022-23 Items of garden work,Sr No.36a) |
| 87 | Supplying on site well decomposed Farmyard Manure for excavation area of depth of 30 cms. (Consolidated thickness). (As per P&G DSR 2022-23 Items of garden work,Sr No.36b) |
| 88 | Providing on site required variety of lawn (free from weeds /diesease etc.) Cynadon/ paspalum/ selection for 1 sqm. area dibbling distance 5 cms. apart c/c. (As per P&G DSR 2022-23 Items of garden work,Sr No.46) |
| 89 | Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 30 cms.(As per P&G DSR 2022-23 Items of garden work,Sr No.3) |
| 90 | Filling fresh garden soil / silt & manure in excavated area of depth 30cms. (As per P&G DSR 2022-23 Items of garden work,Sr No.13) |
| 91 | Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. (1/10 of semiskilled labour)(As per P&G DSR 2022- 23 Items of garden work,Sr No.23) |
| 92 | Maintainance of Newly Developed lawn Area. For First 30 days Only (Paspallum/ selection)(As per P&G DSR 2022-23 Items of garden work,Sr No.28) |
| 93 | Allamanda |
| 94 | Plumbago |
| 95 | Hel1conia |
| 96 | Spathiphyllum |
| 97 | Hamelia patens |
| 98 | Canna red/orage |
| 99 | Alpinion |
| 100 | ixora varieties mini |
| 101 | fox grass |
| 102 | Fox tail palm |
| 103 | Cordyline |
| 104 | Plumeria rubra pink |
| 105 | Pisonia alba |
| 106 | Fern bostan |
| 107 | Hamelia patens |
| 108 | Mussaenda |
| 109 | Pulcherima |
| 110 | Bougavillae Thema |
| 111 | Duranta other |
| 112 | Ficus blackeana |
| 113 | Mayurpankhi Thulja |
| 114 | Petunia |
| 115 | Verbena |
| 116 | Vinca |
| 117 | Maintenance of Newly Developed Shrubs Area. ForFirst 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.31) |
| 118 | Supplying on site fresh Garden soil (i. e. 3 part soil) (free from stones rubbish like dried grass roots, other such materials) for excavated pit size area of 0.60 x 0.60 x 0.60m ( consolidated thickness).(As per P&G DSR 2022-23 Items of garden work,Sr No.44a) |
| 119 | Supplying on site well decomposed Farm Yard Manure FYM (i. e. 1 part FYM) for excavated pit size area of 0.60 x 0.60 x 0.60m (consolidated thickness).(As per P&G DSR 2022-23 Items ofgarden work,Sr No.44b) |
| 120 | Sonmohor |
| 121 | Nilmohor |
| 122 | Spathodia |
| 123 | Plumeria rubra |
| 124 | Kanchan |
| 125 | Sita ashok |
| 126 | Bakul Flowering |
| 127 | Arjuna |
| 128 | Karaj |
| 129 | Tabebuia |
| 130 | Excavation pit size 0.60 x 0.60 x 0.60m for planting small & medium ornamental plants/ large flowering/ shady trees (plant height 1 to 2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs. (As per P&G DSR 2022-23 Items of garden work,Sr No.11) |
| 131 | Filling fresh garden soil / silt & manure in excavated pit size area of 0.60 x 0.60 x 0.60m (1/10 of unskilled labour)(As per P&G DSR 2022-23 Items of garden work,Sr No.21) |
| 132 | Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting required plant species as directed etc. complete for required pit size 0.60 x 0.60 x 0.60m. (1/10 of semiskilled labour) (As per P&G DSR 2022-23 Items of garden work,Sr No.26) |
| 133 | Maintenance of Newly Planted tree varieties having height 1mtr. - 2mtr. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.34) |
| 134 | Providing & fixing BAMBOO FINISH RAILING IN CEMENT MORTOR of 1:3 proportion with appropriate thickness resembling bamboo of diameter 2½ to 3 inch. Railing clear Height 1.0m with underground support of minimum 0.45m depth of 1:1.5:3 ratio concrete of size 0.3 x 0.3 x 0.6m. vertical supports should be at min. 1.0 m intervals & with 10mm Tor steel 2nos in each horizontal member & 3nos in each vertical member. Railing will have two horizontal & two diagonal members in each panel. All external surfaces will have bamboo finish. Rate includes proper cleaning of surface by sand paper application of 1 coat of Apex exterior grade primer above that 2 coat of exterior grade Apex Paint as a base coat & 1 coat of Apex Paint for making wooden finish/grains & with 2 final coat of Apex clear polish including cement, Sand, chemical, adhesive, chikenmesh, primer, paint, polish, paper, etc. all material, labor, scaffolding, etc. all complete. Work done should be as per a approved sample & the instructions of engineer incharge. R.A. Unit : 1 / Running Metre |
| 135 | Total Amount Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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