Tender For Providing Storm Water Drains Integrated With Waterbodies In Hosur City Municipal Corporation - Package-3, Hosur-Tamil Nadu

TDR : 55811021

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Hosur , Tamil Nadu

Tender Brief : Tender for Providing Storm Water Drains Integrated With Waterbodies in Hosur City Municipal Corporation - PACKAGE-3

Document Fees
Refer document

EMD
₹ 4919000.0 /-

Tender Value
₹ 49.19 Crore /-

Submission Date
08-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Primary DrainsCleaning Juliflora (Prosafis) Jungle including with uprooting and removing of Juliflora stumps
2	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge.
3	Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock (SDR), laterite, soft rock or kankar, not required blasting and as directed by the Engineer in charge.
4	Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge.
5	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) M7.5 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
6	Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall concrete upto 3.00m height
7	Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Matt Concrete at 3.00m depth
8	Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately and as directed by the Engineer in charge.
9	Providing and fixing in position steel bar or R.T.S bar for reinforcement of various diameters for RCC work including conveying steel work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). (Corrosion Resistant steel (Fe 500)) and as directed by the Engineer in charge.
10	Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge.
11	Supplying and fixing of PVC pipe of 110mm dia (PVC Finolex or Equivalent with ISI Monongram with working pressure of 6Kg/Cm2) pipe weep hole at 15m c/cstaggered including cost od all materials complete etc., and as directed by the Engineer in charge.
12	Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per standard specification. and as directed by the Engineer in charge.
13	Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (Providing Expansion Joint for every 5 mts interval) and as directed by the Engineer in charge.
14	Rough stone Dry packing for aprons and revetments using rough and the cost shall inclusive all material and labour charges etc., complete and as directed by the Engineer in charge.
15	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 500 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH and as directed by the Engineer in charge.
16	Trimming the bed and the side slope of the Nallah/River bank in all soils except hard rock upto a thickness of 7.5 cm to 15 cm etc., and as directed by the Engineer in charge.
17	Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (having width of 3m -10m)
18	Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (Second Depth of 2.00m-3.00 m)
19	Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) and as directed by the Engineer in charge.
20	Plain Cement concrete 1:3:6 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for Road works including dewatering if found necessary and laid in layers of not more than 10cm thick and proper compacted, finishing and curing etc., complete ,etc., complete complying with standard specfication and as directed by the Engineer in charge.
21	Supplying and fixing GI pipe 32mm dia (B Class) including cutting and fixing into kerb wall for 30cm depth including fixing weld mesh 7.5cm x 5cm, 10 gauge and fixing welding with MS angle 35 x 35 x 6mm all-round and with MS flat 45 x 6mm at middle including primer coat, conveyance etc., complete and as directed by the Engineer in charge.
22	Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved ﬁrst quality and colour of synthetic enamel paint over the existing red oxide priming coat in all ﬂoors excluding cost of priming coat etc., complete complying with standard speciﬁcation and as directed by the Engineer in charge. (The make, quality and colour of paint should be got approved by the Engineer before use on works.)
23	Construction of Secondary Strom Water DrainClearing of heavy jungle
24	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. (First Depth of 2.00 m)
25	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
26	Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETE
27	Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall concrete
28	Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Deck slab concrete
29	Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard speciﬁcation and as directed by the Engineer in charge.
30	Supplying and fixing of 24\\" FRC manhole cover with frame 600mm dia with 12 holes of 50mm dia thick (Cover with frame) complete one set. The frame and cover will bear a non fracture load of 10MT for 30 seconds with frame height of 165mm (shall confirm IS 12592/2002, covr height 90mm, bearing (seating area of cover ) 75mm with hot dip galvanizing hook of cover 16mm MS ros, frame edge protection flat of size 25 x 3mm exposed surface of MS rings shall be painted with anti corrosive bitumastic paint and as directed by the Engineer in charge.
31	Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval) and as directed by the Engineer in charge.
32	Construction of Modular type RWH Structure capacity of 4.32 cum by using infiltration modules of size 800 x 800 x 360 mm and side wall with infiltration modules of size 800 x 800 x 25 mm including excavation in bitumen / concrete roads surface to a size of 1200 x 1200 x 3000mm and providing base plate, Geo textile 400mm -200 micron, Coarse filter media 20mm thickness, FRP of 700 X 700 mm (clear opening 600 X 600 mm)(Grating cover with Frame- Medium Duty -30MT) , carting away etc.complete and as directed by the Engineer in charge.
33	Construction of Cast-in-situ silt catch pit of inner size 450x450x450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350x200mm for fixing 2nos. of 160mm dia PVC pipe on the storm drain mouth with RCC cast in situ wall size of 150mm in RCC 1:1.5:3 with steel 9.25kg including fixing of cast iron granting cover with frame size of 550x550mm clear cover 450x450mm – 10MT completing the finishing the work (10m interval) and as directed by the Engineer in charge.
34	Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge.
35	Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge.
36	Supplying of PVC pipes 110mm dia with ISI monogram(working pressure 4kg/cm2) and as directed by the Engineer in charge.
37	Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately. and as directed by the Engineer in charge.
38	Hire charges for Dewatering - Diesel Pumpset above 3HP to 7.5 HP with fuel and crew charges including transportation and as directed by the Engineer in charge.
39	Dismantling of RCC Slab (reinforcement is being co...torm Water Drain - Steel is declared unfit for use and as directed by the Engineer in charge.
40	Dismantling the existing brick or stone masonry work in cement mortar under 3m high including carefully clearing the debrisetc.,complete. and as directed by the Engineer in charge.
41	Towards the hire charges for providing temporary approach platforms to the residences near execution site including the cost of fabrication,placing properly across the drains ,removing the same after the work is complete etc as directed by Engineer in charge. The approach platform will be made of 2.40mx1.20m - 6mm MS sheet fabricated with 75mmx40mm MS Channel-2.0m at bottom on all sides of sheets length wise and 50mmx6mm MS flats of 0.70m length at 500 mm centre to centre in tranverse direction including fixing MS flat drilled on corners of channel suitable for joining the next sheet with bolts and nuts including cost of materials,fabrication charges etc complete and as directed by the Engineer in charge.
42	Rejuvenation of Water bodies Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/ tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) and as directed by the Engineer in charge.
43	Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete and as directed by the Engineer in charge.
44	Removal of Weeds inside the water body.
45	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge.
46	Supply and ﬁlling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard speciﬁcation and as directed by the Engineer in charge.
47	Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the Engineer in charge. -Mixing by mechanical means
48	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specification. (Payment for centering shall be given after the concrete is laid). and as directed by the Engineer in charge.
49	Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification and as directed by the Engineer in charge.
50	R.R.Masonry in Cement mortar 1 : 5 for Foundation and Basement (New stone) including simultaneously pointing above ground level with the same mortar, Cost of Mortar Plasticizer used etc.,complete complying with standard speciﬁcation and as directed by the Engineer in charge.
51	Supplying and spreading of gravel including stacking the same for premeasurements and watering consolidation, ramming etc., complete complying with standard specifications and as directed by the Engineer in charge.
52	Rough stone dry packing for aprons and revetments using rough stones and the cost shall inclusive all materials and labour charges etc complete complying with standard specification and as directed by the Engineer in charge.
53	Brick work in cm 1:5 (one cement and five M.sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally other type of bond shall be done and as directed by the Engineer in charge.
54	Supplying and laying permeable Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. (Design and colour of interlocking blocks should be got approved by department before using) and as directed by the Engineer in charge.
55	Plastering with cement mortar (1:5) (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by the Engineer in charge.
56	Supplying and fixing of Mild Steel Grills as per the design approved to window, verandah enclosure or gate including one coat of primer and labour for fixing in position etc. all complete in all respects complying with relevant standard specification and as directed by the Engineer in charge.
57	Supplying and fixing M.S.Grills for compound wall of design using 25 x 5mm MS flats for outer frame Horizontally & vertically. The inner vertical grills shall be 25x5mm MS flat at the spacing of 75mm c/c. The inner horizontal grills shall be 25 x 5mm MS flats adjoining 10 x 10mm square rods both sides at the spacing of 300mm c/c. The horizontal and vertical anchoring to wall shall be 25 x 10mm, Chain Link - 2 x 2 using 10 Gauge Galvanised Iron Wire (of all sizes) including Painting new iron work with one coat of approved primer and as directed by the Engineer in charge.
58	Painting new iron work with two coats of approved I st class synthetic ready mixed enamel paint of approved quality, brand and shade over the existing priming coat including cost of brushes, enamel paints, scaffolding curing . The paint should be supplied by the contractor at his own cost. (The quality and shade of the paint should be got approved from the Executive Engineer before use on works) etc. all complete complying with relevant standard specifications and as directed by the Engineer in charge.
59	Outdoor Granite Bench: Supplying, erecting and fixing outdoor granite bench of 3 seater with back rest. Bench shall consist of 2 nos. L shaped bases support and size of L 1.2mx W 0.38mx H 0.45mm and as directed by the Engineer in charge.
60	Providing PVC Solid Waste Bins to a size of 1.00m x 0.30m for Park sites etc. complete. and as directed by the Engineer in charge.
61	Supply and turffing of Korean grass / mexican grass for 45 Sq Ft including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc and as directed by the Engineer in charge.
62	Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement and as directed by the Engineer in charge.
63	Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge.
64	Drilling of 4 1/2\\" diameter bore well by using in well rig in hilly area including transporting charges and insertion of casing pipe (including cost of casting pipe and as directed by the Engineer in charge.
65	UN PLASTICIZED PVC PIPES FOR Slotted pipe AS PER IS 4985 /2000,Supplying Laying and jointing UPVC slotted pipes in the inflitration gallery excluding cost of pipes but including charges for special tools and plants etc., complete such as air compressor and helmet- upvc 6ksc - 160 mm with one end cap and as directed by the Engineer in charge.
66	Supply and filling of HBGS jelly 40mm Filling and as directed by the Engineer in charge.
67	Supply and filling of HBGS jelly 20mm Filling and as directed by the Engineer in charge.
68	Supply and filling of M Sand and as directed by the Engineer in charge.
69	Vibrated reinforced cement concrete (Design mix M25) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
70	Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMT and all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard speciﬁcation and as directed by the Engineer in charge.
71	Supply and installation of 30W LED street Light Fitting with 50MM dia GI Pipe ( 3 metr ), Base Plate 6MM ( Size 150MM X 150MM X 6MM ) thick to be fitted in RCC foundation size 650MM X 650MM X 700MM , 100MM PCC to hold the RCC column. The Rate include manpower,Civil work ,Installlation, Testing and handling over to client ( The Light Post must be earthed with 10 SWG GI Wure MAX-5Met) and as directed by the Engineer in charge.
72	Supply and fixing of triple pole and neutral 8 way7 segments MCB distribution board complete with the following and necessary neutral link, earth connector link etc. with bus bar and double door arrangements on surface / in flush with wall and making good of the concealed portion with earth connection Incoming: 1 No. 100A 10KA 4 pole MCB -1 NO. 3 nos of 63A DP MCB Outgoing: 24 Nos. 6/10A 10KA SP MCB and as directed by the Engineer in charge.
73	Supply and Laying of 4X10 SQMM PVC Armoured LTUG Cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good and as directed by the Engineer in charge.
74	Supply and planting of Crotons - Codiaeum variegatum ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the Engineer in-charge.
75	Supply and planting of Cyprus Plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the Engineer in-charge.
76	Supply and planting of Hibiscus Hawai Foliage Shrub of height 30-45cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Hibiscus Hawai Foliage Shrub(30-45 Cm))
77	Supply and planting of Ixora plant of height of 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Ixora (30-45 Cm))
78	Supply and planting of Jasmine plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Jasmine (30-45 Cm))
79	Supply and planting of Lavender plant of Height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lavender(30-45 Cm))
80	Supply and planting of Lilly Foliage Shurb of height 30-45cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lilly Foliage Shurb(30-45 Cm))
81	Supply and planting of Lotus plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lotus (30-45 Cm))
82	Supply and planting of Rose plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Rose(30-45 Cm))
83	Supply and planting of Blue Bell plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Blue Bell(30-45 Cm))
84	Supply and planting of Jasmin Grandiflorum plant of height 15-20 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Jasmin Grandiflorum (15-20 Cm))
85	Supply and planting of Cautus plant of height 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Cautus (105-120 Cm))
86	Supply and planting of Cycus plant of height of 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Cycus (105-120 Cm))
87	Supply and planting of Travellers Palm plant of height 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Travellers Palm (105-120 Cm))
88	Supply and planting of Aloe Vera plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Aloe Vera (20-25 Cm))
89	Supply and planting of Mint Thulasi plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Mint Thulasi (20-25 Cm))
90	Supply and planting of Avaram herbal Plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Avaram herbal Plant (20-25 Cm))
91	Supply and planting of Karpuravalli plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Karpuravalli (20-25 Cm))
92	Supply and planting of Vallarai plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Vallarai (20-25 Cm))
93	Supply and planting of Thotta Sinungi plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Thotta Sinungi (20-25 Cm))
94	Supply and Providing 450mm dia RCC NP3 pipe for water connections etc complete complying with standard specifications and as directed by the Engineer in charge.
95	laying and joining of RCC pipe with proper grade and alignment including cost of labour charges and jointing material etc. complete and as directed by the Engineer in charge.
96	Park Site DevelopmentClearing Heavy Jungle in the site
97	Clearing Light Jungle in the site
98	Clearing Scrub Jungle in the site
99	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge.
100	Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge.
101	Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge.
102	Rough stone Dry Packing for Aprons and revetments using rough stones and the cost shall inclusive all materials and labour charges etc complete and as directed by the Engineer in charge.
103	Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification and as directed by the Engineer in charge.
104	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
105	Vibrated reinforced cement concrete (Design mix M20) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
106	Vibrated reinforced cement concrete (Design mix M25) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. Upto 1.5m below GL
107	Vibrated reinforced cement concrete (Design mix M25) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. Above GL
108	Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard speciﬁcation and as directed by the Engineer in charge.
109	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specification. (Payment for centering shall be given after the concrete is laid). and as directed by the Engineer in charge.
110	Brick work in cm 1:5 (one cement and five M.sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally other type of bond shall be done and as directed by the Engineer in charge.
111	Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete and as directed by the Engineer in charge.
112	Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the Engineer in charge.)
113	Supply and fixing of 120W LED street light fitting with LED (Higher end) with 32mm dia. GI pipe (class B) with 1 no.32 mm dia GI bend complete on the new post/ on wall with PVC unsheathed FRLS copper leads with MS clamps and with painting and as directed by the Engineer in charge.
114	Supplying and laying Permissible Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. (Design and colour of interlocking blocks should be got approved by department before using)
115	Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M 20 grade of concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as per approved design i/c cost of all material, labour and curing etc., complete. as per IRC 5758 - 1984. and as directed by the Engineer in charge.
116	White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed and as directed by the Engineer in charge.
117	Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification and as directed by the Engineer in charge.
118	Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete and as directed by the Engineer in charge.
119	Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete and as directed by the Engineer in charge.
120	Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps, screws nails etc.,complete complying with standard specification. The rate is inclusive of cost of removable iron gratings of appropriate size. The size of Teak Wood plugs used is 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of \\"U\\" clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm] and as directed by the Engineer in charge.
121	Supplying and fixing in position best quality approved make white glazed earthenware wash hand basin of size 550 X 400 mm with a pair of cast iron brackets, including cost of 15mm diametre brass chromium plated piller tape,32 mm diametre C.P. Waste union, 32 mm diametre P.V.C. waste pipe with rubber plug and chain, 15mm diametre G.M.wheel valve, 15mm dia brass nipple, 15mm dia nylon connections etc., including fixing the wash hand basin in the wall in position with a pair of C.I. brackets with teak wood plugs and screws and giving necessary water supply connection and paintiung the brackets with two coats of paint over a primimg coat of anticorrosive paint including testing for leackage etc., complete complying with standard specifications and as directed by the Engineer in charge.
122	Supply and delivery and fixing of 1000 litres capacity HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc., Priming Tank made up of PVC. Make: SINTEX / EQUIVALENT and as directed by the Engineer in charge.
123	Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete and as directed by the Engineer in charge.
124	Manufacturing supplying and fixing of MILD STEEL Window made out of 40 x 40 x 6 mm M.S angle for outer frame, 35 X 35 X 5mm M.S.Angle for outer frame of shutter. The entire shutter area shall be covered with CRC sheets ( 18 G ) with 5Nos,of stiffners using M.S.Flats of size 25 X 6mm at equal intervals horizontally. The corners of the frames and shutter with CRC sheets shall be welded by adopting flash butt welding or any other suitable method. Provision towards 3Nos, of Hinges incase of single shutters / 6Nos,of Hinges incase of Double shutters of 125 X 31 X 1.25mm size placed at appropriate intervals and provisions shall be made for Tower bolts 2Nos, Aldrop 1No. The frame shall be provided with 6Nos,of Hold fast of 200mm length using 50 X 6mm M.S.Flat. The entire frame and shutter shall be provided with one coat of red oxide primer including cost of hold fasts,hinges, locking arrangements, handles wind appliences etc., complete and as directed by the Engineer in charge.
125	Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification and as directed by the Engineer in charge.
126	Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification and as directed by the Engineer in charge.
127	Supply and Fixing of Slide Ladder (Preschool Kit) Virgin Polystyrene and Full Arch shape, Slide angle 25 to 30 degree, FRP Material of the slide surface, Side hand rail, platform and ladder in Galvanized steel, Diameter of the frame-1.5inch to 2.5inch, length of slide-10feet to 15feet. height-5feet to 8 feet.
128	Supply and fixing of 4-seater double bar Fun See Saw, length-5ft to 6ft.
129	Supply and fixing of (Double swing) CAPACITY: Two Seats, Height 2.55m, width of seat - 1.4m, width of swing-1.87m, chain legth-1.25m with backrest.
130	Supply and Fixing of Seated Merry Go Round with Platform with total children capacity of 6, overall diameter-2.5m.
131	Supply and Fixing of Pull up Bar
132	Supply and Fixing of Double Bar
133	Supply and Fixing of Chest Press Double, heigh-2.085m, length-1.98m, width-0.8m, max. weigth-120kg
134	Supply and Fixing of Leg Press Double, Height-1.6m, width-0.7m, length-1.0m, max. weight-100kg.
135	Supply and Fixing of Shoulder Press Double
136	Supply and Fixing of Twister Standing
137	Supply and Fixing of Air Walker, Length-1.299m, width-0.4m, height-1.4m, max. weight-100kg.
138	Unbranded FRP Bench Legs/Stand of G.I Pipe frame Seat Made of premium quality fiber reinforce plastic sheets processed by hand laid process
139	Dustbins- material -fiber and animal or cartoon characters shaped - 1 m to 1.2 m height
140	Providing and erecting of Retro – Reflectorized Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC- 67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67:2022 The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801)
141	Supplying and Installation of 900mm dia RCC precast ring 5cm thick Compost Pit with RCC Cover Slab
142	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, deep dug in the ground, mixing the soil with decayed farmyard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard 1.5m above Ground level, 0.3m below the ground level with MS wire mesh of 1”x1” opening size with 4 Nos of 12mm diameter rods of 1.8m length in which 0.3m below the ground level and maintaining the plant for one year
143	Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.
144	Replanting the sapling of 2m height for replacing the dead sapling in place with available tree guard at site.
145	Tree Plantation including pit excavation, Cost and supply of plants, fertiliser, fencing guard all labour charges watering for one year Period - Shrub Plantation
146	Drilling of 4 1/2\\" diameter bore well by using in well rig in hilly area including transporting charges and insertion of casing pipe (including cost of casting pipe.and as directed by the Engineer in charge.
147	Labour charges for inserting casing pipes assembly (With slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and as directed by the Engineer in charge.
148	Supply, Installation, Erection of power pumps in borewell labour charges for erection of twin packer duplex type jet pumps in borewells upto 150 mm dia including fixing of Suction pipe regulating valves with jet assembly upto a maximum depth of 30 m and delivery pipe valves pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three indicator lamps capacitor and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumps and trail run for 10 days including signing of completion of reports as required by EB authorities and finishing the pipe holes including the foundation bolts, nuts and earth pits and as directed by the Engineer in charge.
149	Supplying laying and jointing P.V.C pipes (6Kg/SqCm) of approved quality and best variety conforming to I.S.S & with I.S.I mark, of the following sizes including cutting , Fixing to PVC specials using Adhesive but excluding cost of such specials and fixing to wall with necessary teak - Wood Plugs,PVC Clamps and screws,making holes on the wall or drilling holes in roof and making good the dismantled portions to original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges and as directed by the Engineer in charge.
150	Supplying and ﬁxing in position 15mm dia brass SD screw down tap (heavy duty) of approved make conforming to BIS speciﬁcations and quality including cost of shellac, thread, etc., complete complying with standard speciﬁcation and including cutting and threading wherever necessary. (Taps should be got approved by the Engineer Engineer before use on the works) and as directed by the Engineer in charge.
151	Supply, Fixing & commissioning of 5004 PLUS SAM PRS Series Rotor pop up sprinkler full/part circle having radius of 6.7m - 12m @ 2.5 - 4.5 bar with discharge of 0.09 - 0.61 ltr./sec. the sprinklers having Arc Adjust thru Top Cover w/ Std. Screwdriver The sprinkler is gear driven rotary type with having 3/4\\" bottom inlet. Oversized wiper seal, Rain Curtain technology, gentle close-in watering and Self-flushing arc adjustment port and also having tapered riser stem with Wiper Seal The sprinkler shall have Plus (PL) Flow shut off, 45 psi pressure regulator with flow optimizer technology, internal Seal - A - Matic device which prevents low head drainage (upto 3.1m) & hence puddling & erosion. The body of sprinkler is of non - corrodible, heavy duty, ABS plastic. O-ring Slip Clutch, Racheting Slip Clutch, Side Inlet Available 6\\" and 12\\",Turretmounted ID Plugs, Flow Stop Available, Non-potable water indication available etc., complete including installation charges and as directed by the Engineer in charge.
152	Construction of Cast-in-situ silt catch pit of inner size 450x450x450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350x200mm for fixing 2nos. of 160mm dia PVC pipe on the storm drain mouth with RCC cast in situ wall size of 150mm in RCC 1:1.5:3 with steel 9.25kg including fixing of cast iron granting cover with frame size of 550x550mm clear cover 450x450mm – 10MT completing the finishing the work (10m interval) and as directed by the Engineer in charge.
153	Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps, screws nails etc.,complete complying with standard specification and as directed by the Engineer in charge.
154	Providing rain water harvesting using 3 No.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 No. of 6mm dia MS rod vertically and 3 No. of 6mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 1m dia to a depth of 1m, supplying and filling 40mm HBG inside the erected well ring to a depth of 90cm, and top covered with RCC circular perforated cover slab of 1m dia and 5cm thick which inclusive of cost and fabrication of 6mm M.S reinforcement at 15 cm spacings on both directions and one 6mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects and as directed by the Engineer in charge.
155	4 Pole Banboo Gazebo With Pole Height, 9.2 foot and as directed by the Engineer in charge.
156	Supplying and fixing in position Indian water closet of size 580 X 440mm, white glazed earthen ware of approved quality with 'P' trap or 'S' trap confirming to IS:2556 - Part XII with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 ( one part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connection to cast iron soil pipes/ PVC pipes by dismandling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without leakage etc., complete complying with standard specifications and as directed by the Engineer in charge.
157	Supplying and fixing M.S.Grills for compound wall of design using 25 x 5mm MS flats for outer frame Horizontally & vertically. The inner vertical grills shall be 25x5mm MS flat at the spacing of 75mm c/c. The inner horizontal grills shall be 25 x 5mm MS flats adjoining 10 x 10mm square rods both sides at the spacing of 300mm c/c. The horizontal and vertical anchoring to wall shall be 25 x 10mm, Chain Link - 2 x 2 using 10 Gauge Galvanised Iron Wire (of all sizes) including Painting new iron work with one coat of approved primer and as directed by the Engineer in charge.
158	Pedestrian Bridge Steel MS walkway, skywalk and pond Bridge and as directed by the Engineer in charge.
159	OSR Site DevelopmentsEarth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge.
160	Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge.
161	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
162	Vibrated reinforced cement concrete (Design mix M20) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge.
163	Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMT and all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard speciﬁcation and as directed by the Engineer in charge.
164	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specification. (Payment for centering shall be given after the concrete is laid) and as directed by the Engineer in charge. Below GL upto 1.50m
165	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all ﬂoors complying with standard specification. (Payment for centering shall be given after the concrete is laid) and as directed by the Engineer in charge. Above GL upto 3.30m
166	Brick work in cm 1:5 (one cement and five M.sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally other type of bond shall be done and as directed by the Engineer in charge.
167	Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications and as directed by the Engineer in charge.
168	White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed by the Engineer in charge.
169	Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification and as directed by the Engineer in charge.
170	Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification and as directed by the Engineer in charge.
171	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, deep dug in the ground, mixing the soil with decayed farmyard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard 1.5m above Ground level, 0.3m below the ground level with MS wire mesh of 1”x1” opening size with 4 Nos of 12mm diameter rods of 1.8m length in which 0.3m below the ground level.
172	Tree Plantation (Shrub Plantation) including pit excavation, Cost and supply of plants, fertiliser, fencing guard all labour charges watering etc.,
173	Plantation of trees and landscaping works after the completion of the construction activity
174	Air Quality Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification)
175	Noise Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification)
176	Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification)
177	Sub-Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification)
178	Soil / Silt quality Monitoring at 3 locations once per year (for details, refer volume-II - technical specification)
179	Revision/ updation of safeguard documents
180	Leaflet/ pamphlet printing (project dissemination) Please Enable Macros to View BoQ information

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