Improvement of Town Mofussil Bus stand In Kumbakonam City Municipal Corporation

Amount

Dismantling the existing damaged RCC road Surface complete complying with standard specifications as directed by departmental officers

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 10 cum ( DATA)

Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. DATA

Refilling with excavated earth in layers of 30 cm watered well rammed and consolidatred conforming to standard specification including labour charges as directed by Engineer in Charge

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight 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

Providing two legged scaffolding using 15cm dia blue-gum posts of 4.0m overall length (3M HT + 0.5M projection + 0.5m into ground) the distance between two rows being 1.25m and the spacing of postsbeling 2.0m and the spacing of postsbeling 2.0m in both the rows with two horizontal posts with 0.5m overlap on either sideand braces at 2m c/cincluding longitudinal and transverse middle braces to step up and providing aplatform with country woodplanksof 40mm tk & 1.0m width in a complete form using colr and nalls - 1.0m run -- FOR REJUVENATION WORKS

Finishing the top of roof with one course of machine pressed tiles 23 C.m x 23 C.m x 2 C.m size using cement mortor 1:3 mix mixed with 2% by weight of Crude Oil and pointing with Cement Mortor 1:3 mix Cost of all materials and labour charges and brick jelly concrete etc., complete as per standard specifications.

Pointing in Cement Mortor 1:3 Mix (one Cement, Three M- Sand ) including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete . complying with std. specifications

Providing Polymer Coating (Water Proof Coating) for roof with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete.

Plastering in Cement Mortar 1:3 Mix (one Cement, Three M- Sand ) 20mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete . complying with std. specifications

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, 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 over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5l56kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Plastering with Cement Mortar 1:5 (One cement and Five Crushed stone sand ), 12mm thick in all doors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete.

Supplying and erectingof 12 Mtrs.High Mast Tower Polygonal Shapes. Suitable for 12 luminaries for Wind Speed up to 180 Km/hr. As per IS - 875 Parts -3 Material Cons.: BSEN 10025 # Mechanical Components including Head Frame & Pulley Assay, Winch Bracket, Lantern Carriage Ring, Luminaries and C.G Box Mtg. Arms, Resting Bracket Guide Ring, Compensating Disc, Lightening Arrestor.etc. ( Each Set ) # Wire Rope, Safety Wire Rope, D Suckle Clamps, Nuts and Bolts. # Cable with termination & distribution box. # Foundation A0.45essories. # Winch Assembly # Power tool. Mast bottom Dia:415 mm. Top : 150 mm, Thk: 4,3,3 mm. Motor-l.Feeder pillar box comprising 100 ams fuse unit 24 hours timer 1-nos and contactor 1-nos outgoing MCB toggle switch and neutral linlc with internal wiring made of MS sheet and vermin proof.Erection and commissioning of 20 Mtr high mast on the above said concrete foundation using suitable equipments. Fixing of flood light luminaries in the lantern carriage including internal wiring & using flexible copper cable complete. Halonix LED Flood light 150W ( CW ) 12 nos (PWD SOR P.NO : 151)

supply and fixing of 18W LED square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting (SD

Supply and run of2 of 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour ( SD 55)

Supply and run of2 of 4 sq.mm. (56 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour . (SD 57)

Providing and fixing reflective road studs of "categeory A raised pavement markers made out of poly corbonate /methyil methecrylate / ABS moulded body confirming to astm D 788 and reflective paneles with micro prismatic lens capable of providing total internal reflection of the light entring the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. the raised pavement markers shall also confirm to the MORTH circular No RW /NH 33023/10/97.DO III dt 11.06.97. the height width and length shall not be less than 15mm ,90mm and l00mm and with minimum redective area of 13 sq.m on each side and the slope to the base shall be 35+/-5 degree each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular . the strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/-2mm and height not less than 30+/-2mm from the body is to be a minimum vaklue of 500 kgf fixing will be by drilling holes on the road for the shanks to go inside , without nails and using epoxy resign based adhesive as per manufacture 's recommendation and complete as the direct epoxy resign based adhesive as per manufactures recommandation and complete as directed by the engineer . the marker shall support a load of 13635 kg tested in accodance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH &H specification 804 etc.., colmplete (ROAD MARKERS /ROAD STUD WITH LENS REFLECTOR ) (TN ROAD FURNITURE RATES)

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

Supply and fixing of Stainless chair and Back seat made of 1.2mm thick stainless steel of 201 grade.• Arm and leg made of 1.1 mm thick stainless steel of 201 grade.• 1.2mm powder coated mild steel beam below for superior support.• Individual seat and back width of 520 mm.3 Seater including all labour charges etc complete as per technical specification and as directed by the departmental officers

Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (one cement and three sand ) 20mm thick laid in-situ and pointed with same coloured cement

Providing and erecting of Direction and Place Identification Retro- reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thickAluminium 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 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 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 67-2012. Tàe 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 67:2012. (as per MORT&H Specification No.801)

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete (PWD SOR P.NO : 57)

ab builders (BID ID -1092436)