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| 1 | Dismantling brick masonry in lime or cement mortar and stacking with all leads, lifts ethe moteris as directed directed by Engineer in charge. (SSR No.: 46.09 |
| 2 | Conveying materials obtained Including all lifts, taying otitained from read cutting laying in layers of 20cm to 30cm. breaking clo lines, curves, grades adressing to the required compacting to not less and section, watering and Proctor density for a lead of over 50m of standard Inclusar density for a lead of over 50m, to 300m. of deposition as dire of excavation to the site MORTH 501 directed. MORTH 305 2.24-(SSR No.: 2.24) |
| 3 | Providing second class Burnt Brick masonry with conventional/ 1.5. type bricks in cement mortar 1:6 in foundations and pinth of inner walls/ in plinth external walls including balling out water manually striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. BDF 27.01 41 26.116-(SSR No.: 27.01) |
| 4 | Providing and fixing mild steel grill work windows, ventilators, etc. 15 kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive perg and two coats of all painting complete, BDU ing complete. 40.02-Bd.U.1 Page No. 537 (SSR No.: 40.02) |
| 5 | cement Providing and laying Cast in situ Ready Mix 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 form ormwork compactin roughening them if special finish is to be provided, finishing uneven and honeycombed surfece and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and hone oneycombe mbed surface only, Newly faid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) BOE 3 24.16-Bd.E. 3/Rage No. 288/1.5. 456 (2000) (SSR No.1 24.16) |
| 6 | Providing sand faced plaster plaster externally n cement mortar using approved appr screened sand, In all positions including base coat of 15 mm thick In cement mortar 1:4 mortar 1:4 using waterproofing sempound at 1 kg per cement bag curing the surface of the be than 2 days and keeping the sand faced treatmen, 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 scafuiding complete, BCL 3 32.11 Bd.1.3 Page No. 368 (SSR No.: 32.11) |
| 7 | Providing flush grooved painting with cement mortar 1:3 for stone masonry work including scaffolding and curing etc, complete, BDL 158 32.17-83. L.15 Page No. 372 (SSR No. 32.17) |
| 8 | Providing fine cement finish 1.5 mm thick over green plaster surface 1.5m curing etc. complete B01 18 32.21-8618 Page No. 373 complete (SSR No.: 32.21) |
| 9 | Removing the existing cement plaster of any thickness without causing dust nulsance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. executed after prior Note: Following items to approval of Superintending Engineer. B01 32.33 -As directed by Engineer in charge. (SSR No.1 22.33) |
| 10 | Providing and applying water proofing trea using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to ilquid (2:1) by weight covering 9 to 10 sqm /kg with two coat using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years quarantee on Stamp Papers etc. complete, 03 31.09- As directed by Engineer in charge. (SSR No. 31.09) |
| 11 | Providing and fixing 50 10 mm. dia. medium clas G.L.pipe gate with wicket gate of approved drawing with all fixtures and fittings in leaves with strong hold fast embedded indang block at top and bottom with arrangement including cutting, bending, making oles and with one coat of primer etc, complete BDC 23.05-As directed by Engineer (SSR No. 23.05) |
| 12 | Providing, fabricating cating and erecting at site of work the tubular steel structure (shed) as per standard design various spar design and specifications having nous spans in between trusses and in multiples of standard length of bays pays as specifñed as per standard specifications, Inclusive of cost steel tubular trusses, tubular columns purlins, le runners, foundation boits, base plates, nuts and bolts, welding wherever required etc. as per detalled drawing inclusive of one cost of enticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. lo. As directed by Engineer-in-charge. BDC 23.07-8-18 Page No. (SSR No.: 23.07) |
| 13 | rooviding and fabricating structural steel work in etc. as pere joists, channels, angles, tees etc as per detailed design and drawings or as Directed including cutting, fabricating, bolating, erecting, fixing in position making riveted bolted/welded connections w without connecting plates, braces etc. and including one coat anticorrosive paint and over it two coats of painting of approved quality and shade etc. complets, BDC 2 23.01-Bd.C.2 Page No. 275 (SSR No.: 23.01) |
| 14 | Providing structursé steel work in trusses,other similar trusted purlins and members with bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting foding in position, Making riveted bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. BDC 8 23.04-Bd.C.B Page No. 278 (SSR No.: 23.04) |
| 15 | Providing and fixing ther Concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick Including striking Joints and deaning etc. complete, (using 100% crushest sand) BDM 33.53 As directed by Engineer in charge (SSR No.: 33.53) |
| 16 | Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position lald on a bed of 1:4 cement mortar Including cement. float, fliling joint with cement slurry cleaning curing etc. complete. BDM 33,67 Bd. M-12 page No. 385 (SSR No.: 33.67) |
| 17 | Providing and fixing welded mesh of 11 gauge wires having mesh size 50 mm x 25 mm Including M.S Angle frame of size 35 mm x 35 mm x5 mm in position with oli painting 3 coats etc. complete BDT 39.79-As directed by Engineer in charge. |
| 18 | Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density sity 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 BDV 42.54 As directed by engineer-In-charge.(SSR No.: 42.54) |
| 19 | 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. BDV 5 42.57 BD.V 5 page 551 and as directed by Engineer in charge (SSR No.: 42.57) |
| 20 | 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 directed etc. complete. BDV 42.55- As directed by engineer-In-charge. (SSR No.: 42.55) |
| 21 | Providing and fixing screw down 15 mm dia. wheeled stop tap of brass Including necessary sockets/union nut complete BDV 8 41.43 Bd.V.8 Page No. 554 (SSR No.: 41.43) |
| 22 | Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. BDV 9 41.45 Bd.V.9 Page No. 555 (SSR No.: 41.45) |
| 23 | GARDEN SOIL:-Supplying on site garden soll well sleved80% to pass through I.S. sleve of 10 mm size free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The color of the soil generally is red. The soil will be measured by measuring box. (Farma) Item Includes Transporting, loading unloading etc (.Lead charges per 15 km. considered Excluding royalty.) 1929(SSR No.: P&G/DSR/2022- |
| 24 | filling fresh garden soil/silt and manure In excavated area including lead up to a distance 14-15, PAGE NO 07 sr of 50 mtrs (PWD-CSR, 2014-15, F no 11 no. 9/1) DSR PUNE REGION (SSR No.: 11) DSR PUNE EREGION |
| 25 | p/fixing Gym equpt. Eliptical cross L x 0.60w x 1.5mHT. MATERIAL-60/48/32 trainer AREA-1.2 G.I.TUBESPROCESSED WITH CARBON-DI OXIDE ARC WELDING TOTAL ASSEMBLY DONE BYPOLY-URETHANE AND EPOXY POWDER COATING ΕΙΤΗ 60 TO ΤΗΚ. 70 MICRON COLOUR-GREEN, YELLOW, RED, PURPLE, BROWN, BLUE OR CUSTMISED, EXERCISE PART- LEGS, ARMS AND ALL THE JOINTS. FUNCTION-MOVE ALL JOINTS OF THE ARMS, STRENTHEN STRECHING, THE CARDIO AND PULMONARY FUNCTION AND IMPROVE ARMS FITNESS.[as/lowest quotation](SSR No.: AS/QUOTATION)\" 1974-ELLLIPTICAL CROSS TRAINER(SSR No.: QUOTATION) |
| 26 | p/fixing Gym equpt.DOUBLE AIR WALKER having following specifications AREA-0.6 L x0.90w x 1.5M HT. MATERIAL-60/48/32 MM OD G.I.TUBES PROCESSED WITH CARBON-DI OXIDE ARC WELDING TOTAL ASSEMBLY DONE BY POLY-URETHANE AND EPOXY POWDER COATING ΕΙΤΗ 60 ΤΗΚ. TO 70 MICRON COLOUR-GREEN, YELLOW, RED, PURPLE, BROWN, BLUE ORCUSTMISED.EXERCISE PART- ARMS, SOLDER, WRIST AND ALL THE JOINTS. FUNCTION MOVE ALL JOINTS OF THE ARMS, STRENTHEN AND STRECHING, THE CARDIO PULMONARY FUNCTION AND IMPROVE ARMS FITNESS.[as/lowest quotation] (SSR No.: AS/QUOTATION)\" 1975-DOUBLE AIR WALKER(SSR No.: QUOTATION) |
| 27 | p/fixing Gym equpt.-PUSH chair area push 1.8 L x 0.70 x w x 2.0m HT. MATERIAL-60/48/32 MM OD M G.I.TUBES PROCESSED WITH CARBON-DI OXIDE ARC WELDING TOTAL ASSEMBLY DONE POLY-URETHANE AND EPOXY POWDER COATING BY EITH 60 ΤΗΚ. TO 70 MICRON COLOUR-GREEN, YELLOW, RED, PURPLE, BROWN, BLUE OR CUSTMISED. EXERCISE PART-ARMS. FUNCTION-ENHANCE THE MUSCLE STRENGTH OF UPPER LIMBS AND BACK. AND CARDIOPULMONAY FUNCTION, ENHANCE MUSCLE STRENGTH AND COORDINATION OF LIMBS. [as per lowet quotation] (SSR No.: AS/QUOTATION)\" 1976-P/F PUSH CHAIR-- |
| 28 | P/F mfg gym.equipment- AAROGYAM CYCLE-from ISO CERTIFIED COMPANY. AREA- 1.57x0.57,p/f cycle made from B-class and main frme of g.l.pipe 40 mm dia.made from c-class g.i.pipe and for support of foot peda m.s. round plate of 250 mm dia. and 10 mm thk. Iss used.the hande frame Is 32 mm dia.made from 20 60.000 50,531.25 3,031,875.00 c class g.l.pipe welded at bottom. The seat Is fitted on on material of size frame is made up of high qualith frp 330x300mm 3mm mm thk, and 5 thk.m.s.plate.250x200mm.the ued foundation Is to support it. the foundtation is used for fixing consists of 25x25 mm m.s.angle of 3 mm thk. closing caps made from material withic top quality frp made is of 2 mm thk. the pins are used from 25 mm dia. bright bar.the used re 6201 bearing zz permanant lubricated sealed brearing of with reputed make[skf] the tensile steel g.l. nut olts are of 25 mm dia.the Coating powder Ismade of poly urethane and epoxy powder coat with 60 to 70 micron thk.with erection and all taxes sanction Inclusive as per quotation rate. (SSR No.: AS/QUOTATION)\" 1978-P/F OPEN GYM EQPT-AAROGYAM CYCLE (SSR No.: QUOTATION |
| 29 | p/fixing gym equpt LEGLIFTER AREA- 0.80 29Lx 0.7w x 1.1 M. HT MATERIAL-60/48/32 MM OD G.I.TUBES PROCESSED WITH CARBON-DI OXIDE ARC WELDING TOTAL ASSEMBLY DONE BY POLY-URETHANE AND EPOXY POWDER COATING EITH 60 TO 70 ΤΗΚ. MICRONCOLOUR-GREEN, YELLOW, RED, PURPLE, BROWN, BLUE OR CUSTMISED. EXERCISE PART-LEGS ALL JOINTS FUNCTION- FOR LEG AND CALF EXTENSION, CURLING AND STRECHING, AND CARDIOPULMONAY FUNCTION, ENHANCE MUSCLE STRENGTH AND COORDINATION OF LIMBS. [as per lowet quotation] (SSR No.: AS/QUOTATION) 1979-P/F OPEN GYM EQPT-LEG LEFTER (SSR No.:) |
| 30 | UPPLY AND FIXING M20 GRADE PRECAST BENCH 1.35M LONG X 0.46 WIDE WITH TWO HEAVY LEGS WITH NECESSARY REINFORCEMENT WITH LOADING UNLOADING COMPLETE FITTING WITH 3 COATS OF OIL PAINT AS DIRECTED BY ENGR [AS/LOWEST QUOTATION AND IN CHARGE [AS/AS/BOQ APPROVED RATE) (SSR No.1) |
| 31 | Supplying and erecting minimum Three & above star rated submersible pump set of 2.25 KW/3 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 120 to 475 LPM discharge at 36 to 10 m head & discharge & delivery Pipe of Size-50 mm diameter with a necessary H type clamps as per specification No. WP-SMP (SSR No.: 12-2-2) |
| 32 | Supplying, erecting & marking SPMCB 6A to 32A, C-series with rated short circuit breaking capacity (Icn) 10kA In provided distribution board as per specification no. SW-SWR/MCB (SSR No.: 5-3-13) |
| 33 | Supplying & erecting D.O.L Starter sultable for 415 V, 3 phase 50 cycles with no volt coll and overload element with necessary materials and connected to supply-ETC (SSR No.: 12-4-2) |
| 34 | Supplying and erecting mains with 2x1.5 sq.mm FRLSH copper PVC wire laid In provided Insulated conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW (SSR No.: 1-3-1) |
| 35 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted In building Including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. BDO 6 35.08 Bd.0.6 Page No. 406 (SSR No.: 35.09) |
| 36 | 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. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary BDO 35.26 As directed by Engineer in charge. (SSR No.1 35.26) |
| 37 | p/f 3mm thk acp panel boards on extg.masonary surfaces on 6 mm thk waterproof fiber boards with computrised words/matter/pictures as per given matter as directed by engineer in charge [as/lowest quotation from market] (SSR No.: quotation) |
| 38 | 53 GRADE CEMENT TEST TIME, SOUNDNESS--ETC [STD.CONSISTANCY, FINENESS, SPECIFIC GRAVITY, SETTING 1981-CEMENT BAG TESTING (SSR No.: P-764) 53 GRADE CEMENT TEST |
| 39 | BRICK TESTING [ATER ABSORPTION TEST-SET OF 5 BRICKS] 1982-BRICK TESTING(SSR No.: P-764)BRICK TESTING |
| 40 | COMPRESSIVE STRENGTH OF C.C.CUBE [SET OF 3 CUBES] 1983-COMPRESSIVE STRENGTH OF C.C.CUBE(SSR No.:)COMPRESSIVE STRENGTH OF C.C.CUBE |
| 41 | Contractor has to quote on Work Portion Only |
