State Industries Promotion Corporation Of Tamil Nadu Limited Tender

Forming Embankment using Brought out earth (97% Proctor Density) Forming embankment by transporting approved soil with required average lead of 55 Km having a CBR value of not less than 8% and minimum Dry Density not less than 1750 Kg/cum which has to be compacted properly and form a stable embankment including cost and labour for proper setting out, stripping and storing the top soil, compacting the original ground by vibratory roller of required -capacity to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment including over section margin required for roller passing in layers of not exceeding 200 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil under optimum moisture content with moisture content adjusted in the range of one percent (1%) above and two percent (2%) below the optimum moisture content determined as per IS:2720 (Part VII) with power roller/ vibrator roller rolling and using other construction equipment approved by the engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. complete as per Standard Specification for road embankment. (The Contractor has to make his own arrangement for the required quantity of soil and cost and transportation of earth including loading and unloading, etc.) as per standard specification and as directed by SIPCOT officers. .Average Lead of 35 Km

Carting out and disposing of the excess contaminated earth from the proposed site to the assigned destination any where within the factory premises including loading, unloading & levelling etc., complete in all respects as per standard specification and as directed by SIPCOT officers. Conveyance of earth with an average lead of 15Km

FACTORY BUILDING

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. Upto 2.0 Metre depth below average ground level.

Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Refilling with excavated soil (other than sand) complying with standard specification and as directed by SIPCOT officers. for filling in foundation and basement.

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three crushed stone sandand Six hard broken stone jelly). Dummy columns should be at least 1 metre height) For Ground floor Upto 4.50m

Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). Foundation and Basement

For Ground floor

Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc. The Rate is inclusive of Providing vacuum de-watered flooring operation consisting of Vibrating the concrete by using screed vibrator, de-watering using vacuum pumps by suction method and finishing the top surface to required level and grade using skim floaters/discs/power trowels and providing fixtures wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the engineer incharge. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No seperate payment will be made by the Department for the excess usage of materials) .For Ground floor

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification and as directed by SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying, fabricating and fixing in position inserts comprising edge angle, MS angles, plates, tees, flats,chequed plates and other structural steel sections, holding down bolts, anchor bolts, anchor plates, pipe sleeves etc., in all cement concrete works at all levels and heights above finished floor level in foundation, trenches, pits, tunnels, lift pits etc., below finished floor level including cutting, bending to shape fabricating, drilling, threading, welding lugs etc., with all tools, tackles and labour as per design or as directed including a coat of primer of approved quality and painting the exposed surface with two coats of synthetic enamel paint of approved quality and colour etc., all complete as per standard specification and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Brick work in following Cement Mortar using best quality II class Ground moulded chamber burnt bricks of size 9" x 4-1/2" x 3" for foundation and basement including curing, etc., complete complying with standard specifiction and as directed by SIPCOT officers. In Cement Mortar 1:5 For foundation & basement

Brick work in following Cement Mortar using best quality Fly ash bricks of size 23x11x7cm for foundation and basement including curing etc.,complete complying with standard specification. In Cement Mortar 1:5 In Ground floor

Brick partition walls of 11.50cm thickness using best quality Fly Ash Bricks of size 23 x 11 x 7 cm in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by SIPCOT officers.. (Hoop iron reinforcement will be measured and paid for separately) Ground Floor

Construction of Solid block wall using best quality of size 40 x 20 x 20 cm conforming to IS 2145 - 1945 made in C.C 1:3:6 using with cement mortar 1.5 (one cement five river sand) including curing and neat finishing etc., complete complying with standard specification and as directed by SIPCOT officers.

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

Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by SIPCOT officers.

(Internal Emulsion Painting Work) : Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting two coats of newly plastered wall surface with Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by SIPCOT officers. (The make, quality and colour of paint should be got approved before use on works.)

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 one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification and as directed by SIPCOT officers. (The make, quality and colour of paint should be got approved before use on works.)

Providing & Laying Nitofloor hard top (Fosroc) floor hardner @ 4.5 kg/m2 over the green concrete surface & Finish smooth as per manufacturers specification and as directed by SIPCOT officers.

Providing and laying 300 microns thick HDPE sheet in rolls over dry lean concrete subbase. A minimum lap of 150 mm shall be provided at all junctions and wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.Finished net area will only be measured for payment.

(Control Joint) Providing grooves of size 6 mm wide and 25 mm deep on vacuum de-watering floor surface at every 20 Sqm area grooves made by groove cutting machine with diamond cutting wheel and filling of the grooves with Epoxy Polyurathene sealant Nitoseal -280 (Fosroc) etc., complete complying with standard specification and as directed by SIPCOT officers.

(Construction Joint) Providing grooves of size 10 mm wide and 40 mm deep on vacuum de-watering floor surface at every 20 Sqm area grooves made by groove cutting machine with diamond cutting wheel and filling of the grooves with Epoxy Polyurathene sealant Nitoseal -280 (Fosroc) etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing and fixing Expansion joint 12mm thick to full depth of slab with performed bituminous filler cap cell HD-100, at top 40mm primed with sealant with sealing compound grade - A all as per MORTH specification and as directed by SIPCOT officers.

Providing and fixing Isolation Joint in All Around the wall 1.)Top Layer: 12.5mm thick to full depth of 25mm with PolySulphide Sealent of THILOFLEX 600 (Fosroc) 2.)Bottom Layer: 12.5mm thick to full depth of 125mm with Polyethelene Joint filler board Hydrocell XL (Fosroc) as per MORTH specification and as directed by SIPCOT officers.

Providing and fixing Isolation Joint in Pillers 1.)Top Layer: 12.5mm thick to full depth of 25mm with PolySulphide Sealent of THILOFLEX 600 (Fosroc) 2.)Bottom Layer: 12.5mm thick to full depth of 125mm with Polyethelene Joint filler board Hydrocell XL (Fosroc) as per MORTH specification and as directed by SIPCOT officers.

(Office Area Flooring) Paving the floor with double charged Vitrified Tiles of size 800 x 800 x 10mm of EURO/ Kajaria or equivalent make as mentioned in the approved list of tiles of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification and as directed by SIPCOT officers. (The make and brand of the tiles should be got approved before use on works)

(Toilet Area Flooring )Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification and as directed by SIPCOT officers.. (The make and brand of the tiles should be got approved before use on works)

(Office Area Skirting) Providing skirting with digital Vitrified tiles of 10mm thick EURO / kajaria or equivalent make as mentioned in the approved list, thick set in CM 1:2 for base and pointed with the same colour cement etc complete. The rate inclusive of labour charges for laying & pointing curing etc. complete complying with standard specification and as directed by SIPCOT officers.

( Toilet Wall Dadoing )Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by SIPCOTofficers. Dadooing with printed design colour glazed tiles of size 300 x 200 x 6mm

(Granite Flooring): Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 and above of 18 / 20mm thick of Ruby red, raw silk etc., with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification and as directed by SIPCOT officers.

(Staircase Thread Granite): Supplying and fixing pre polished Ruby red or equivalent colour Granite slab 18mm to 20mm thick for stair case thread with bull nose edges and 3 Nos of 5mm tk groove cutting and square bottom set in CM 1:3 20mm thick for base and pointed with the same colour cement etc complete. The rate inclusive of labour charges for laying & pointing curing etc. completecomplying with standard specification and as directed by SIPCOT officers.

(Counter Top Granite Slab): Supplying and fixing pre polished Ruby red or equivalent colour Granite slab 18mm to 20mm thick for Pantry and wash basin counter with bullnose edges are set in CM 1:3 20mm thick for base and pointed with the same colour cement etc complete. The rate inclusive of labour charges for laying & pointing curing etc. complete complying with standard specification and as directed by SIPCOT officers.

(Staircase Riser Granite): Supplying and fixing pre polished Ruby red or equivalent colour Granite slab 18mm to 20mm thick for stair case riser set in CM 1:3 20mm thick for base and pointed with the same colour cement etc complete. The rate inclusive of labour charges for laying & pointing curing etc. complete complying with standard specification and as directed by SIPCOT officers.

(Kota Flooring): Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved before use on work, etc., complete as per standard speicification and as directed by SIPCOT officers.

(Urinal Partition): Supplying and fixing of Urinal Granite partition allround polished of size 450x900x18mm/20mm thick,(shape as per architectural drg)using 2 nos ss clamps embedded in 150 x 150 PCC pocket etc.complete complying with standard specification and as directed by SIPCOT officers.

Providing and fixing in true horizontal level mineral fibre board false ceiling of silhouette grid system with 15mm white flanges incorporating a 6mm central reveal in approved colour of Armstrong/AMF or approved equivalent make using hot dipped galvanized steel section, exposed surface chemically cleaned capping pre-finished in baked polyester paint wall angle of size 3000mmx19mmx19mm used in the periphery of the ceiling fixed to the wall partition / RC Column / band walls with the help of screws at 600mm C/C. Main runner spaced at a 1200mm C/C suspended by using 2mm dia G.I. wire hanger securely fixed to the structural soffit of RC slab by using 6mm anchor fastener at every 1200mm(max) and 1200mm long cross tee to be interlocked between in Main runner at 600mm C/C (max) to form a grid of 1200mmx600mm. 600mm long cross tee fixed in between 1200mm long cross tee for forming a grid of 600mmx 600mm. Finally laying 19mm thick THERMATEX Antaris A/Ultima RH95 or Armstrong Ultima or approved equivalent make. The tile has a painted acoustic tissue facing and in addition to its Class A sound absorption it also should provide fire protection and the options of hygienic treatment.As a wet-felt mineral tile it has excellent physical properties, assisting handling and installation.The rate to include the making of cutouts in the required places.The laid area only will be measured for payment. Tile Dimensions 600 x 600 mm

Providing and fixing seamless ceiling with gypboard of 12.5 mm thick, fixed to the underside of the suspended grid formed of GI perimeter channel of size 20 x 27 x 30 mm (MF 6A) fixed along the wall by using wood screws and metal expansion rawl plugs. The GI intermediate channel of size 45 x 15 x 0.90 mm (MF7) shall be fixed to the suspended strap hanger / GI ceiling angle at intervals not more than 1220 mm. The suspended GI ceiling angle / Strap hanger is to be connected with GI soffit cleat of size 37 x 27 x 25 x 1.6 mm and it should be fixed on the PEB rafter / purlin for any available height, by using metal expansion fasteners of 12.5 mm dia. to a length of 35 mm with 6 mm dia. bolt / screw at top ends. Rate to include POP cornices elsewhere required as per the design .The GI ceiling section of size 80 x 26 x 0.5 mm (MF 5) is to be provided across the intermediate channel at intervals not more than 457 mm centres at bottom and the same shall be fixed by GI connection clips 2.64 mm dia. at the intersection points. The ends of ceiling section (MF 5) channel by adopting an overlap length of minimum 150 mm, connected with intermediate channel shall be fixed to perimeter channel in insertion. The gypboard shall be fixed to the under side of the suspended grid by using 25 mm long dry wall screws The joints shall be finished with joint paper tape by using jointing compound of India Gypboard Ltd., and applying over it 3 layers of the filler compound to provide a smooth surface. The ceiling surface shall be painted with two coats of approved first quality plastic emulsion paint, after applying a coat of primer etc. complete. The rate shall include making cutouts for tube lights, spot lights, duct doors, of specified size, grills etc. for which no extra will be paid separately. Rate shall include providing additional trimming around cutouts for light fittings, cove lighting arrangement and grills and providing additional supports from ceiling where main / cross members are cut for light fittings etc. No extra cost shall be paid for providing multilevel false ceiling, cove lighting arrangement etc. Note : Horizontal area only will be measured for payment.

Providing & fixing Carl F modular Stainless Steel railing of AISI 304 grade consisting top rail of Ø42.4x2.0 mm thk. connected with a SS bracket to the upright of Ø48.3mm x 2.6 mm wall thickness of SS tube, anchord at waist slab with Ø 115x8mm thk MS Galvanized base plate with M10x 100 anchor CSK head and infill tubes 3 Nos of SS bearing dimension 16mm dia x 1.0mm wall thickness spaced equally and bearing height of 900mm from finished floor level for staircase/1100 mm for atrium balcony and span of (C/C) max. 1500mm with all bends & installation at site as per approved drawing etc. complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing GI pipe handrails for Staircase & Ramp using 50mm dia GI pipe handrail at a height of 900mm from floor level with 25mm thick MS square rods as balusters embedded in the concrete and welded with pipe over the 25mmx4mm Flat at 30cm centre to centre and Horrizontal tie mid of the railling with 25mmx4mm flat including cutting, welding, bending and fixing charges and applying one coat of red oxide primer for MS members complying with standard specification and as directed by SIPCOT officers.

UPVC Window Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames complying with standard specification and as directed by SIPCOT officers.The window should be got approved before use on work

FACTORY WINDOWS WITH FIXED CUM SLIDING WITH SINGLE GLASS HAVING SGU with SHGC 0.35  & VLT 50%U value less than 5.52 W/ sq m K Providing and fixing aluminium fixed cum sliding window fabricated  as per drawing and fixed at all levels, elevations and heights having a main frame work of vertical and horizontals, out of specially designed approved extruded sections shall be satisfied the structural design criteria specified in the technical specification. All aluminium sections shall be 63400 (H9) grade conforming to IS 8147, finished with AC25 grade Architectural quality electrolytic colour anodic coating conforming to IS 1868 of approved colour. Rate shall include fixing the main frames into Steel member / masonry wall / RC concrete surface with necessary clamps, fastening straps, nuts, bolts, rivets, washers and other fastening materials shall be in stainless steel 316 grade. The section unit weight per running meter is subjected to tolerance on the wall thickness as per IS 6977 or Equivalent BS.  The sizes and dimensions are subject to slight variations and for which no extra payment will be paid.Window shutter shall be provided with Monolithic Glass of 6 mm thick Reflective coated glass on # 2 surface - ST 736 Blue of Saint Gobain make or Glacier SH 21/26 of Asahi make heat strengthened.  and one shutter shall be provided with wire mesh.The Spectral value of Single glazed unit shall have SGU with SHGC 0.35  & VLT 50%,U value less than 5.52 W/ sq m K. All glass panes are heat strengthened and glass panels shall be fixied with special water proof cascades, Neoprene etc. complete, as directed. Necessary weather silicon sealant of Dow corning or approved equivalent make shall be provided at the junctions between wall and main frames both inside and outside. Rate shall include  stainless  steel   safety  clips to be provided on  each  corner   of glass as an   additional  safety   to  avoid  breakage of corner of the glass   and  also  to  be provided with EPDM  / Neoprene triple    barrier,   extruded   Reddiprone  weather  strip   to  ensure water and air tightness and  shall include providing necessary hardwares, concealed locks and Handle etc. Client/Engineer reserves right to change shape / size  of windows during execution phase as per the requirement.  Preferred Aluminium  Section Manufacturer: JINDAL / INDAL /BHOURKAR Preferred  Manufacturer for Fittings: DORMA/ASSAABLOY/GEZE

UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames complying with standard specification and as directed by SIPCOT officers. The ventilator should be got approved before use on work

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., Electrically operated type (exceeding 12m2 area)

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete. Double Leaf 2.00x2.10m (Fully panneled)

Manufacturing supplying and fixing of sliding door arrangements for physically handicapped person with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete. Double Leaf 2.00x2.10m (Fully panneled)

Fire rated doors Providing and fixing of Hollow metal Insulated fire rated doors as per IS 3614 part-1, for stability, integrity & insulation. Pressed galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall be tested to IS 3614 part 2 / ISO 834-1 Part 1 / BS476 Part 20 & 22, CBRI / Cerifire or third party certified or equivavelent lab, for maximum rating of 120mins with 30minutes of insulation, in latched /unlatched condition (if used with deadbolts and pull handles). Labled doors with certification shall be with vision glass as a part of complete assembly. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied shall be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Approved manufacturer Shakti Hormann or approved equivalent. Door leaf shall be 46mm thick fully flush double skin door, insulated with or without vision lite. Door leaf shall be manufactured from 1.2mm (18guage) minimum thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be high density insulation material. Intumescent seals 15x1.5mm to be provided all around the door in addition to the grooved smoke seal. All doors shall be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as per manufacturers recommendation with a clipon arrangement. The glass should be 6mm clear borosilicate fire rated glass of relavant rating of the door. All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500 hours of salt sprey test. Rate shall include supply and installation of door and hardware as a complete assembly as mentioned in the door and hardware schedule. Once frame installed should be filled with PUF as recomended by the manufacturer or engineer.Preferred vendor list : Ahlada / Shakti Horman/ System Schroder Signum Fire Rated Single leaf of size : FD- 1200mm X 2100 mm With vision panel& Panic Bar with hardware set

Fire rated doors Providing and fixing of Hollow metal Insulated fire rated doors as per IS 3614 part-1, for stability, integrity & insulation. Pressed galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall be tested to IS 3614 part 2 / ISO 834-1 Part 1 / BS476 Part 20 & 22, CBRI / Cerifire or third party certified or equivavelent lab, for maximum rating of 120mins with 30minutes of insulation, in latched /unlatched condition (if used with deadbolts and pull handles). Labled doors with certification shall be with vision glass as a part of complete assembly. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied shall be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Approved manufacturer Shakti Hormann or approved equivalent. Door leaf shall be 46mm thick fully flush double skin door, insulated with or without vision lite. Door leaf shall be manufactured from 1.2mm (18guage) minimum thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be high density insulation material. Intumescent seals 15x1.5mm to be provided all around the door in addition to the grooved smoke seal. All doors shall be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as per manufacturers recommendation with a clipon arrangement. The glass should be 6mm clear borosilicate fire rated glass of relavant rating of the door. All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500 hours of salt sprey test. Rate shall include supply and installation of door and hardware as a complete assembly as mentioned in the door and hardware schedule. Once frame installed should be filled with PUF as recomended by the manufacturer or engineer.Preferred vendor list : Ahlada / Shakti Horman/ System Schroder Signum Fire Rated Single leaf of size : FD- 2000mm X 2100 mm With vision panel& Panic Bar with hardware set

Providing and fixing 30 mm thick flush door shutters Double leaf of Solid Core Block Board bonded with phenol farmaldehyde synthetic resin thermopressed and finished with laminate on both side of approved colour and shade with 12 mm thick teak wood external lipping all round . The construction procedure of the shutter should be as per IS 2202. The shutter shall be shop prepared for taking cilindrical lock or latches suitable lock block of wood may be provided for fixing the hardware. The size of block, shall perfectly correspond to the maximum size of lock. The shutter shall be free from twist or warp in its plane and of required size etc. Complete as directed. The Shutters shoul be fixed to the seasoned First classTeak wood door frame of 100 x 65 mm size and section, shaped, planed and fixed with necessary joining method as approved including pins, nails, screws and bolts etc. Rate shall include for hardwares like Ball bearings, Cyliderical lock & rate includes for cost of bolts, nuts, screws, nails, pins, MS approved hold fast and concrete block grouting for fixing hold fast, anchor fasteners / coach screws and including a coat of relevant primer to receive the specified finish etc. complete, as directed. a) Double Leaf Door Providing and fixing S.S. fixtures and fastenings for Double leaf door as per following details- 1. Dorma Cylindrical Lock 1 Set 2. Dorma Hydraulic SS Door Closer 2 Set 3. S.S Tower Bolt 250mm 1 No. & 200mm 1 No. 4. S.S Aldrop 200mm 1 No. 5. S.S Hinges 125mm 6 Nos. 6. Door Buffer 2 No. 7. S.S D type handle 250mm 2 No. 8. S.S Door Stopper 2 No.

Providing and fixing 30 mm thick flush door shutters Single leaf of Solid Core Block Board bonded with phenol farmaldehyde synthetic resin thermopressed and finished with laminate on both side of approved colour and shade with 12 mm thick teak wood external lipping all round . The construction procedure of the shutter should be as per IS 2202. The shutter shall be shop prepared for taking cilindrical lock or latches suitable lock block of wood may be provided for fixing the hardware. The size of block, shall perfectly correspond to the maximum size of lock. The shutter shall be free from twist or warp in its plane and of required size etc. Complete as directed. The Shutters shoul be fixed to the seasoned First classTeak wood door frame of 100 x 65 mm size and section, shaped, planed and fixed with necessary joining method as approved including pins, nails, screws and bolts etc. Rate shall include for hardwares like Ball bearings, Cyliderical lock & rate includes for cost of bolts, nuts, screws, nails, pins, MS approved hold fast and concrete block grouting for fixing hold fast, anchor fasteners / coach screws and including a coat of relevant primer to receive the specified finish etc. complete, as directed as per standard specification and as directed by SIPCOT officers. a) Single Leaf Door Providing and fixing S.S. fixtures and fastenings for single leaf door as per following details- 1. Dorma Cylindrical Lock 1 Set 2. Dorma Hydraulic SS Door Closer 1 Set 3. S.S Tower Bolt 250mm 1 No. & 200mm 1 No. 4. S.S Aldrop 200mm 1 No. 5. S.S Hinges 125mm 4 Nos. 6. Door Buffer 1 No. 7. S.S D type handle 250mm 1 No. 8. S.S Door Stopper 1 No.

Supplying and fixing Fully openable / sliding Patch Fitting Single/Double door of ' DORMA' or Geze equivalent with"PT" range Fittings to get a clear height with top & Side panels. In general, the openable door consists of Top pivot PT24,Top patch PT20, Bottom patch PT10, with BTS 75 V Floor spring with SS cover plate, Standard Spindle US10, corner lock at top & bottom, Euro profile cylinder with 3 keys with master key system, lock keeper plate, Pull handle TGDI 1200 SS Satin Finish and 12mm thick clear toughened glass as per design and all confirming to manufacturers specification. In case of Over panel & side panel fixing PT 30 & PT 40 to be used accordingly.SS fixtures shall conform Grade SS 304 to BS 7352. The drawings for the same to be obtained from DORMA and get approved.The specifications to be crosschecked with the shop drawings from the approved vendor before execution.Rate shall include for providing Glass Fin to support the Patch Fitting Door, transport charges, handling, loading and unloading, Installation, protecting the module and glass till handing over, testing, commissioning all necessary hardware's, Structural supports if any, etc. complete and all as per manufacturers specifications as directed as per standard specification and as directed by SIPCOT officers. Glass Door GD

Providing and fixing aluminium Structural glazing system with Double Glasses of approved make having main frame made out of heavy duty aluminium extruded profiles to withstand wind pressure as per BIS code and fabricated, fixed at levels in drawing, elevation and heights to the Masonry / RC walls with necessary clamps, brackets and anchor fasteners. All clamps and brackets shall be Mild Steel Hot dip galvanized minimum 80 microns thick and shall conform to IS: 4759-1996. The extruded aluminium section section shall be anodised/ Pure Polyester powder coated in approved colour with a anodic coating of minimum 22 microns or powder coating of 50-60 microns. Extruded section shall be of 6063 T5 or T6 alloy conforming to ASTM B 221. Any other fastening straps, nuts, bolts, rivets, washers, etc. shall be in stainless steel SS 304 grade.The joints between aluminimum and brackets shall have PVC separator to avoid Local currents. All tapes shall be of Norton make. (3 barrier water system complete water proofing system including sealing of the perimeter with DOW corning - 991HP complete with EPDM gaskets to desired shape & size). Expansion fasteners of approved make HILTI –HSA-A M12x100 or Equivalent (as per approved sample) make as required. The design shall be as per required wind pressure IS:875 part III and use of aluminium section alloy as per IS:8147. System design shall strictly be consider for thermal movements air infiltration, water penetration, seismic movement and structural movement with toughened clear glass of SAINT GOBAIN,AIS or equivalent make and sample shall be tested from approved testing agency.The glazing frame shall be aligned for the entire height and for the entire width by laser beam equipment to ensure 100 percent 'X' axis and 'Y' axis alignment. The glazing frame work shall be provided with approved in-built ventilation and drainage system and the entire joint must be properly sealed with weather silicon of approved make (DOW CORNING / GE). Glazing with fixed panels with no aluminium section exposed to outside and only glass panels with silicon joint visible from outside. Silicon sealant structural grade(DC995 one part/ DC 983 two part) and weathering grade(DC-991) shall be of "Dow corning - USA" or "GE Silicon - USA" as per the design requirement. All sealents used should be non staining sealent.The anchoring / bracing of the curtain wall glazing to the RCC slab / beams / columns shall be done with non-corrosive galvanised brackets with PVC/ Nylon seperators of approved design, ( Galvanising to be done conforming to IS:4759-1996 upto 610 gms. per Sqm.( 80-90 micron thickness) with two numbers on each beam, one normal bracket and one restrain bracket, as per proposed sketch enclosed (design for extended bracket to be submitted for approval ) and including providing member and bracket ( including providing and fixing of aluminium shims of various thickness to adjust the beam level/ line varitions) with SS dash fasteners of min. 12mm dia. and depth of 50 -80 mm in the concrete and to withstand the dead load of the curtain walls as wall as stresses due to wind pressure etc. the depth of bracket may vary as per site conditions. Minimum weight of aluminum for assembly is 6.5 kg/sqm.No extra claim shall be entertained at any stage for aluminium profile wall thickness and size dimensions. The Contractor must quote rates accordingly. The glazing frame shall be aligned for the entire height of mullion and for the entire width of each Transom by lazer beam equipment to ensure 100 percent 'X' axis and 'Y' axis alignment.The glazing frame work shall be provided with approved in-built ventilation and drainage system and the entire joint must be properly sealed with weather silicon to make the joint water tight. The details for in-built ventilation system to be submitted by the contractor and got approved by the Architect. The glazing should be designed and constructed for smoke extraction in case of fire for entire building.The periphery shall be sealed both from inside and outside with non staining silicon weather sealant to make the glazings water/ airtight.The system should also provide for pressure equalisation. The details for pressure equalization to be submitted by the contractor and got approved by the Architect.All Screws, Bolts, Nuts and Washers used in the glazing shall be only of stainless steel.The Expansion joints between two mullions should be created by inserting minimum 250mm long Aluminium Expansion Sleeves Tube, and the expansion gap should be minimum 10 mm. The Expansion joint must be properly sealed all around with weather sealant to make it water tight.The spandrel area shall have 1mm thk pure polyester powder coated G.I.sheet or 2mm thick pure polyester powder coated aluminium sheet tray at a minimum distance of 50 mm from inner face of glass. Provision shall be made to accommodate mineral wool smoke – cum – fire stop in this area as per drawings enclosed.The rates shall include providing and fixing of smoke stop in spandrel Glazing Area of the curtain wall with 1 mm thick G.I. sheet brackets fabricated in a tray form duly filled with 50 mm thick Resin Bonded fiber glass slab of density 48 kg/cum with black non woven fiber glass tissue (BGT) facing on one side.Gaps up to 10mm between the peripheral aluminum member and masonry/R.C.C./Stone shall be sealed by inserting Backer Rod and weather silicon; and the peripheral gaps between the edge Mullions. Wherever the gaps are expected to be more than 10 mm, shall be sealed by providing and fixing of 2mm thick aluminium sheet flashings bent to required profile as per approved design duly Pure Polyester powder coated to 50 Micron thickness in approved colour / anodised to 22 microns.Flashing shall be provided at Soffit Level and Sill Level made out of 1.5 mm thick Aluminium Sheet, Pure Polyester Powder Coated to 50-60 microns thickness / anodised to 22 microns in approved colour, bent to required profile and shape to seal the Soffit and sill. Detailed drawing of this flashing to be submitted by the Glazing contractor for the approval of the Architect including providing and application of silicon sealant at both edges of the flashing.Adequate arrangement should be made for smoke seal & fire sealing as per the recommendations of architect/Client. Nothingextra will be paid for the smoke sealing & fire sealing.Warranty for structural silicone adhesion shall be got approved from the architect / engineer in charge to cover all risks against any failure of glass for a period of 10 years and shall be submitted to the architect / engineer in charge on completion of the works.The bidder will ensure that the ACP shall be fixed in such a manner that no deflection is visible on the external face. No extra claim shall be entertained at any stage for wastage in glass sheet for preparing panels of required size / dimensions. The Contractor must quote rates accordingly. The rate should include testing of structure against wind and water leakage along with all the required tests in certified labaoratory with due approval from client/ architect. The structure shall be designed for wind load of 200kg/m2 or more. The contractor shall submit the design documents for review and approval. With (clear 8mm Heat strengthened clear glass inside, 15mm Air Gap , 8mm reflective Heat strengthened with SHGC 0.25 & VLT 30%,U value less than 1.8 W/ sq m K

The spandrel area shall have single glass glazing with 8 mm thick high performance toughened glass with cover at top with pressure plate.The glass is fixed in a manner so that the glass planes of spandrel and vision areas remain the same from outside.

Fabricating, supplying and installing in position Aluminium composite panel cladding brush alumunium finish (100 % weather proof) in straight,slope, Curved or curvilinear profile, of approved make and colour, comprising POLYETHYLENE CORE sandwiched between two skins of 0.50 mm thick special alloyed aluminium sheet to have overall thickness of 4mm cladding to masonry / concrete faces as called for, including appropriate and adequate frame work of aluminium section 50 X 25 X 2mm tubular or as called for in the drawings to receive the composite panel to shapes and profiles, anchoring the panel work to masonry / concrete in approved manner, all fixing and other accessories and all incidental work complete. The cladding has to be to the profile called for in the drawings, fixed to sides and faces of columns / piers, to cills and soffits of window openings, returned over copings, sun shade etc, to line and level including covering of vertical expansion Joint as per the drawing & with the provision of free movement to the satisfaction of Project Manager, Over all girthed area excluding trims shall be measured (MS supporting structure to be paid separately as per relevant BOQ item), all as per relevant drawings. Make of Aluminum Section - Hindalco, Indal (Indian Aluminium Co. Ltd.), Bhoruka Make of ACP Sheet -Alupolic (Japan),Reynobond (France), or Alucobond. The anchoring / bracing of the wall cladding to the RCC slab / beams / columns shall be done with non-corrosive galvanised brackets of approved design, (Galvanizing to be done conforming to IS:4759-1996 upto 610 gms. (80-90 micron thickness ) with two numbers normal / extended bracket on each beams, as per proposed sketch enclosed (design for extended bracket to be submitted for approval ) and including providing PVC spacers between the aluminium Mullion Member and Bracket ( Including providing and fixing of aluminium shims of various thickness to adjust the beam level variations ) with SS dash fasteners and to provide a minimum anchoring depth of 50-80 mm in the concrete and to withstand the dead load of the wall cladding as well as stresses due to wind pressure etc. The cladding system shall be aligned for the entire height and for the entire width by lazer beam equipment to ensure 100 percent 'X' axis 'Y'axis alignment. The Periphery packing shall be provided with continuos PVC fillet of forex plastic or appropriate EPDM profiles and / or including providing and fixing of 2 mm thick aluminium sheet flashing bent to required profile as per approved design. The periphery of the ACP shall be sealed with silicon weather sealant to make the cladding watertight . Cost of aluminium composite panel consisting of a core of Polyethylene sandwiched between two aluminium skins of 0.5mm thickness with a mild edge, 4 mm total thickness with surface finish of fluocarbon protective colour coating as approved by the Architect, as shown in the elevation, plan and cross section drawings alongwith labour element for cutting stacking, carrying to heights and fixing to appropriate locations is included in the rates. The fixing of the panels shall be designed in such a way that they come in plane with the glass panels. All the vertical and horizontal section grooves are to be sealed with weather silicon (" Elastosil-355 Non Staining Sealant " or equivalent approved make) to make the entire system synchronize with the basic curtain wall structure and also make the system airtight and watertight. The fixing details should be got approved by the Architect. The peel off foil should be removed at the time of handing over as may be required by the Site-In-Charge or Architect. Only surface area of aluminium composite panel alongwith its groove shall be measured for payment. Nothing extra will be given for the wastage in ACP or variation in depth of brackets. Cladding to vertical Wall surfaces, jambs, soffits, cills, Columns / Beams or other areas as called for supporting frame with structural sealant to ensure absolute water tightness etc. to the satisfaction of Project Manager. The rate should include testing of structure against wind and water leakage along with all the required tests in certified labaoratory with due approval from client/ architect. The structure shall be designed for wind load of 200kg/m2 or more.The contractor shall submit the design dcuments for review and approval. With Alucobond

MISCELLANEOUS ITEMS Dismantling Reinforced Cement Concrete, clearing away and carefully stacking materials useful for re-use as per standard specification and as directed by SIPCOT officers.

Dismantling Plain Cement Concrete, clearing away and carefully stacking materials useful for re-use as per standard specification and as directed by SIPCOT officers.

Dismantling Brick / stone masonry in Cement mortar , clearing away and carefully stacking materials useful for re-use as per standard specification and as directed by SIPCOT officers.

Making hole for rebar in concrete / masonry surface to any dia and depth as required @ site by using HILTI make driller with HY150 chemical compound for inserting the reinforcement after drilling and air jet. Cleaning etc complete, at any level, etc complete. Rate shall include for all charges and preparation of surface, cutting of reinforcement cleaning the surface, staging, scaffolding and working platform, application of necessary chemical / foil as per manufactures specification with necessary tools and equipments, water and power, removal of debris from the site, tax component etc complete, as per standard specification and as directed by SIPCOT officers. 8 / 10 / 12 MM Dia - Rebar for the depth vary from 100 mm to 120 mm

16/ 20/ 25 MM Dia Rebar for the depth vary from 150 to 200 mm

Providing drilling and driving of various Dia & Shape Anchor rods / Anchor fastener of HILTI make or approved equivalent including all other consumables like chemicals, foils, Grouting materials using HILTI make machinery, tools & plants, all accessories etc complete and as per standard specification and as directed by SIPCOT officers. HST M 8/10 - 75 mm long.

HST M 10/12 - 110 mm long.

HST M 16/20 - 140 mm long.

HVU M 12x110 with HAS-E M 12/110/28 - 160mm long.

HVU M 16x125 with HAS-E M 16/125/38 - 190mm long.

HVU M 20x170 with HAS-E M 20/170/48 - 240mm long.

HVU M 24x210 with HAS-E M 24/210/54 - 290mm long.

Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 6 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by SIPCOT officers. 160mm dia PVC Pipe At Roof Top

Dismantling of Weathering tiles and lime concrete, clearing away and stacking the reusable materials as as per standard specification and as directed by SIPCOT officers.

Dismantling of Flooring tiles, clearing away and stacking the reusable materials as per standard specification and as directed by SIPCOT officers.

Dismantling of Doors, clearing away and stacking the reusable materials as per standard specification and as directed by SIPCOT officers.

STRUCTURAL STEEL WORK: Fabrication, Supply and Transportation to site the structural steel work made out of 345 Mpa for the buildings complete as per tender specifications, approved drawings. Cost to include all materials wastage, fasteners, connections etc., complete, including sand/short blasting to Sa2.5, Two coats of primer & finished paint as per tender specifications, color as specified by the owner/Architect. H.D. Bolts and nuts as per standard specification and as directed by SIPCOT officers.

Built-up sections Columns

Portal bracings/Angle bracing, gable frames , Sag rods and roof access ladder Cold formed sections for side runners and roof purlins

Frame for all roll up doors and doors

Canopy steelwork With soffit

Roof access Steel staircase with hand rail

Roof access Cage ladder

SHEETING WORKS INCLUDING ITS ACCESSORIES: Manufacture, Supply & Transportation to site of metal sheet made out of Cold Rolled Steel coil of 550 Mpa sheeting material for roofs according to the tender . Roof sheeting - 0.5 mm color coated Standing seam profile sheet made out of 550 Mpa metal sheet with SRI value 78

Side cladding with 0.5mm color coated sheet made out of 350 Mpa metal sheet

48 kg/cum density and 50mm thick Rock wool insulation for both roof and wall with GI weldmesh

Liner sheet with 0.5mm color coated sheet made out of 550 Mpa metal sheet

2mm thick polycarbonate sheet

MISCELLANCEOUS ITEMS: 3mm thick MS gutter with 2mm thick FRP lining

Down comers -same as Cladding material

GI-header pipes

Flashings(Bottom,Top,Ridge)

Roof Monitor

Roof Monitor Panel 0.5mm TCT CCGL

Louvers and Weld mesh

Canopy Roof Sheet

Life line rope systems

Turbo Ventilator

Canopy sheeting

GI Deck sheeting - 0.9 mm

MS Tubular Handrailing for Mezanine Staircase

UNDER GROUND SUMP 500 KL

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. Upto 2.0 Metre depth below average ground level.

Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level.

Beyond 3.0 Metre depth and upto 4.0 Metre depth below average ground level.

Beyond 4.0 Metre depth and upto 5.0 Metre depth below average ground level.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the SIPCOTofficers.

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by SIPCOT for the excess usage of materials). Foundation and Basement

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification and as directed by SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Providing centering & shuttering including strutting and propping (Cuplock system) etc. and removal of formwork at all floors, depths, heights and shapes. with Approved Marine plywood of adequate thickness or as approved by Engineer-Incharge.The surface of concrete should be smooth and free from honey combing after Deshuttering. Also if required the concrete surface joints have to be grinded for giving fair finish. Each plywood usage to be not more than 5 times. For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.complete as per standard specification and as directed by SIPCOT officers.

For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.

For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

MASONRY WORKS Fly Ash Bricks of 230 x 110 x 75mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction and as directed by SIPCOT officers. In Cement Mortar 1:5

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

Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by SIPCOT officers Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three crushed stone Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification and as directed by SIPCOT officers. . (The make and brand of the tiles should be got approved before use on works)

Self Designed Colour Ceramic Tiles of size 305 x 305 x 6mm (Observed Data)

(Internal Emulsion Painting Work) : Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting two coats of newly plastered wall surface with Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

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 one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification and as directed by SIPCOT officers. (The make, quality and colour of paint should be got approved before use on works.)

Water proofing to the sump as per Gillaners Arbuthnot specification. Treatment on PCC levelling course below raft slab , junctions of columns & rafts, junctions of retaining wall and raft slab, under ground sump, etc covering the following sequence of operation: a) Providing, supplying, mixing, laying cement concrete slurry 20 mm thick with cement concrete slurry 1:2:4 using 6mm & down grade course graded aggregate admixed with water proofing compound like CICO NO:1 (normal setting integral water proofing compound) or approved equivalent conforming to IS at the rate specified by the manufacturer over PCC levelling course at any depth & height. b) Providing, supplying, mixing, applying two coats of ready to use two component Acrylic polymer modified cement based, flexible, water proofing slurry like TAPECRETE or approved equivalent to a thickness of 2 mm over the plastered surface of operation above. c) Final coat of cement concrete slurry as per operation specified in point (a) above over the coated surface of operation specified in point (b) above, all complete as directed. Rate shall include for preparation of surface by mechanical upgrading to remove all loose mortar and laitance, oil, grease etc. and washing the surface with water to get neat surface, dewatering, finishing, curing, scaffolding, waterproofing chemicals, wastage, conveyance, tools and plants, mixing device and gauge, shuttering etc. complete as per manufacturer's specification and as directed as per standard specification and as directed by SIPCOT officers.

Providing chemical injection in the form of pressure grouting to the raft slab and internal walls at any depth, height & level by injecting cement slurry mixed with grout admixture CICO No.3 – normal setting integral waterproofing compound grouting compound or approved equivalent in the required consistency through the prefixed GI nozzles in the 18mm dia holes drilled in grid pattern at a spacing not exceeding 1 metre c/c on the top of base slab under pressure using grout pump including preparation of surface de-watering, drilling holes, using pneumatic hammer for fixing of GI nozzles to the required depth, grouting admixture and finally cutting the projected nozzles and sealing of the GI nozzles after injection operation is over with CICO NO:3 Non shrink polymer grouting compound or approved equivalent, finishing, curing, etc., as per manufacturer’s specification. b) Providing, supplying, mixing, applying two coats of ready to use two component acrylic polymer modified cement based flexible water proofing slurry like TAPECRETE or approved equivalent conforming to IS to thickness of 2 mm on the surface of side wall after the chemical injection treatment is completed as specified under point (a) above. c) Providing, supplying, mixing, laying cement plaster 15 mm thick with cement mortar 1:4 mixed with approved water proofing compound like CICO NO:1 or equivalent conforming to IS at the rate specified by the manufacturer over the coated surface of operation specified in point no. (b) above. Rate shall include for preparation of surface by mechanical upgrading to remove all loose mortar and laitance, oil, grease etc. and washing the surface with water to get neat surface, dewatering, finishing, curing, scaffolding, waterproofing chemicals, wastage, conveyance, tools and plants, mixing device and gauge, shuttering, Nozzles etc. complete as per manufacturer's specification and as directed by SIPCOT officers. Treatment to Internal walls

Supplying and fixing heavy duty CI manhole frame and cover weighing 50 kg of clear opening size 600 x 600 mm including painting with two coats of anticorrosive paint over a coat of primer etc. Complete as per standard specification and as directed by SIPCOT officers.

Supplying and fixing in position encapsulated PVC Rungs as per the design approved by Architect / Engineers Sizes, 25mm Thick x 175 mm wide x 265 mm length inside 12mm Steel rod. U shaped bent including fixing in position, damage to shuttering (if required), transportation in the UG Sump tank with necessary civil etc. complete as per standard specification and as directed by SIPCOT officers.

Supplying and fixing G.I.Puddle Flanges of various dia and size made out of G.I with screwed ends, cap and plates for embedment in concrete as necessary with suitable accessories, consumables welding accessories including placing in position, grouting, making necessary provision in the centering & shuttering etc, including one coat of zinc rich primer complete and as directed. Between 500 mm to 1000 mm long. 50 mm to 100 mm dia

100 mm to 200 mm dia

200 mm to 300 mm dia

Providing and fixing in position  of approved  make PVC water stopper of type 240-H as per manufacturers specification and laid horizontally in construction joints centrally in the raft slab and vertically along the centre at junction of raft slab and outer vertical walls , all complete  as per standard specification and as directed by SIPCOT officers.

JOINERY WORKS UPVC Window Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved before use on work

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., complete as per standard specification and as directed by SIPCOT officers. Gear operated type (from 8 m2 to 12 m2 area)

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete as per standard specification and as directed by SIPCOT officers.

Supply, erection and commisioning Monorail with Chain pully Block of 2 Tonnes capacity conforming to IS tested to 25% overload and as per the following specification as per standard specification and as directed by SIPCOT officers. 1.Lifting capacity :2 Tons 2. Height of Lift : 4.0 to 7.0 metres 3. Travel length : 15 metres (Straight Path) 4. Type of suspension : Chain pully 5.No of Falls : 1 6. Make : Yale

STP 10 KL CAPACITY

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. Note: The cost of earth work excavation shall be calculated based on the classifications of soils furnished in the trial pit details appended with the estimates. Upto 2.0 Metre depth below average ground level.

Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level.

Beyond 3.0 Metre depth and upto 4.0 Metre depth below average ground level.

Beyond 4.0 Metre depth and upto 5.0 Metre depth below average ground level.

Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOTofficers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

CONCRETERCement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the SIPCOT for the excess usage of materials). M30 - RCC Foundation and Basement

For Ground floor

IRON AND STEEL WORKER Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification and as directed by SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying, fabricating and fixing in position inserts comprising edge angle, MS angles, plates, tees, flats and other structural steel sections, holding down bolts, anchor bolts, anchor plates, pipe sleeves etc., in all cement concrete works at all levels and heights above finished floor level in foundation, trenches, pits, tunnels, lift pits etc., below finished floor level including cutting, bending to shape fabricating, drilling, threading, welding lugs etc., with all tools, tackles and labour as per design or as directed including a coat of primer of approved quality and painting the exposed surface with two coats of synthetic enamel paint of approved quality and colour etc., all complete as per standard specification and as directed by SIPCOT officers.

Supplying and fixing colour galvalume sheet roof of 0.47mm thickand steel tubular box section of 100x50x3mm of 1meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by SIPCOT officers.

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by SIPCOT officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.

SHUTTERING WORKS Providing centering & shuttering including strutting and propping (Cuplock system) etc. and removal of formwork at all floors, depths, heights and shapes. with Approved Marine plywood of adequate thickness or as approved by Project Manager / structural consultant.The surface of concrete should be smooth and free from honey combing after Deshuttering. Also if required the concrete surface joints have to be grinded for giving fair finish. Each plywood usage to be not more than 5 times. For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

MASONRY WORKS Fly Ash Bricks of 230 x 110 x 75mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction and as directed by SIPCOT officers. In ground floor

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

Water proofing to the sump as per Gillaners Arbuthnot specification. Treatment on PCC levelling course below raft slab , junctions of columns & rafts, junctions of retaining wall and raft slab, under ground sump, etc covering the following sequence of operation: a) Providing, supplying, mixing, laying cement concrete slurry 20 mm thick with cement concrete slurry 1:2:4 using 6mm & down grade course graded aggregate admixed with water proofing compound like CICO NO:1 (normal setting integral water proofing compound) or approved equivalent conforming to IS at the rate specified by the manufacturer over PCC levelling course at any depth & height. b) Providing, supplying, mixing, applying two coats of ready to use two component Acrylic polymer modified cement based, flexible, water proofing slurry like TAPECRETE or approved equivalent to a thickness of 2 mm over the plastered surface of operation above. c) Final coat of cement concrete slurry as per operation specified in point (a) above over the coated surface of operation specified in point (b) above, all complete as directedas per standard specification and as directed by SIPCOT officers.

STP Tank Lining: Provide & apply Nitocote ET 402 a Solvent free epoxy tar based high performance resin coating over the complete floor, wall and overhead surface. The product shall be supplied as a two-component system comprising a special blend of epoxy resins and a low viscosity amine hardener. Specifically designed to provide a tough, Impermeable, and abrasion resistant lining that shall be applied in two coats on internal wall faces at a thickness of 400 micron dry film thickness (200 micron wft per coat) of Sewage Treatment Plant tank, as per Fosroc specification and as directed by Engineer - In - Charge. The cost include necessary surface preparation, bore packing, tie rod hole packing, construction joint treatment with pressure grouting, etc as per the specification and as directed by SIPCOT officers.

Supplying and fixing Chequired Plate manhole frame and cover with the load carring capacity of 5 TONNES of clear opening size 600 x 1000 mm including necessar fitting as per manufacturer requirement etc. Complete as per standard specification and as directed by SIPCOT officers.

Supplying and fixing Chequired Plate manhole frame and cover with the load carring capacity of 5 TONNES of clear opening size 600 x 600 mm including necessar fitting as per manufacturer requirement etc. as per standard specification and as directed by SIPCOT officers.

Supplying and fixing in position encapsulated PVC Rungs as per the design approved by Architect / Engineers Sizes, 25mm Thick x 175 mm wide x 265 mm length inside 12mm Steel rod. U shaped bent including fixing in position, damage to shuttering (if required), transportation in the UG Sump tank with necessary civil etc. complete as per standard specification and as directed by SIPCOT officers.

Providing, fixing and testing UPVC SWR- B Class pipe of approved Make confirming to IS 13592-1992. and fittings confirming to IS 14735-1999, such as coupler, elbow, bends, Tee, Y, vent cowl etc for Soil, Waste,vent and rain water pipe works in shaft and suspended in ceiling., laid in ground( from shaft to Inspection chamber and Gully chamber), etc., using rubber ring joints(rubber ring confirming to IS 15382) for shafts lines and solvent cement joints for suspended lines and work in below ground. Woks includes necessary scaffolding,cutting and making good the walls wherever required all complete as per standard specification and as directed by SIPCOT officers. 160mm dia

200mm dia

MECHANICAL EQUIPMENTS FOR SEWAGE TREATMENT PLANT BAR SCREEN - 01 Nos Material of Construction : MS Epoxy coated Specification : 25mm flat @ 20mm spacing with handle Size of the chamber: 0.5 x 0.5 x 1.0 m Spacing : 10 mm RAW SEWAGE TRANSFER PUMPS (1W+1S) - 02 Nos Type : Horizontal, Centrifugal ,Self priming Non Clog Pumps Solid handling Capacity : 25 - 40 mm Material of Construction : Cast Iron Capacity : 0.5 m3 / hr Head : 10 mts Accessories : Base Plates, Coupling Pump & Motor make : Kirloskar COARSE BUBBLE DIFFUSERS - 01 Lot Material : EPDM Type : Coarse Bubble Size : 4-5 mm Dia holes FINE BUBBLE DIFFUSERS - 01 Lot Material : EPDM Type : Fine Bubble Size : 24" Make : Tech Pro / Envicon AIR BLOWER FOR ET & AERATION TANK (1W+1S) - 01 Lot Air Blower Type : Roots, Twin lobe Material : Cast Iron Capacity : 50 m3/hr Pressure : 0.4 kg/cm2 Make : Everest / Kay Motor - 02 Set Type : Horizontal, TEFC, Squirrel Cage, Induction Capacity : 3 HP Make : Kirloskar / Equivalent FEED WELL DRUM FOR SECONDARY SETTLING TANK - 01 Nos Central Feed well drum for secondary settling tank with bell mouth arrangement to suit the tank of size 0.4 m dia x 1.0m (TH) SLUDGE RECIRCULATION PUMP - 01 Nos Type : Horizontal, Centrifugal, Non Clog Material of Construction : Cast Iron Capacity : 0.5 m3/hour @ 15m head Head : 10 mts Accessories : Base Plates, Coupling Make: Kirloskar Pump & Motor make : Kirloskar or approved equivalent FILTER FEED PUMP - 02 Nos Type : Mon block Centrifugal, Non Clog Material of Construction : Cast Iron Capacity : 0.5 m3/hour @ 30 m head Head : 25 mts Accessories : Base Plates, Coupling Make MOTOR - Kirloskar PUMP -Kirloskar PRESSURE SAND FILTER - 01 Nos Supply, erection and commissioning of Vertical sand filter with following specifications Type : Vertical, Cylindrical Design Pressure : 5.0 kg/cm2 Working Pressure : 3.0 kg/cm2 Service flow rate : 0.5 m3/hour Size of the Filter: 0.3 m Dia x 1.5 m HOS Vessel: The filter vessel is made of high grade rolled steel with stamped top and bottom dished ends welded onto it. The vessels inside and outside is painted with rust inhibiting primer and an epoxy paint, for lasting corrosion protection. Internal: Top and bottom internal water collection / distribution system Piping: Multiport valve Piping arrangement Filter media : Graded Pebbles, Silex, Graded filtering Sand. Make: ECES Accessories : Pressure gauges and air vent ACTIVATED CARBON FILTER - 01 Nos Supply, erection and commissioning of Vertical sand filter with following specifications Type : Vertical, Cylindrical Design Pressure : 5.0 kg/cm2 Working Pressure : 3.0 kg/cm2 Service flow rate : 0.5 m3/hour Size of the Filter: 0.3 m Dia x 1.5 m HOS Vessel: The filter vessel is made of high grade rolled steel with stamped top and bottom dished ends welded onto it. The vessels inside and outside is painted with rust inhibiting primer and an epoxy paint, for lasting corrosion protection. Internal: Top and bottom internal water collection / distribution system Piping: Multiport valve Piping arrangement Filter media : Graded Pebbles, Silex, Graded filtering Sand and carbon. Make: ECES Accessories : Pressure gauges and air vent DOSING SYSTEM - 01 Set Dosing Tank: Capacity : 100 lts MOC : LDPE Dosing Pump: Type : Metering Type Capacity : 0-6 LPH Make : Focus - 01 Set MS TANKS FOR AERATION, SETTLING, FILTER FEED AND MS SKID FOR EQUIPMENTS - 01 Set MS Fabricated tanks lined with FRP internally and coated with externally with two coats of Epoxy Paint with required ladders and hand rails with required nozzeles, and accessories. Size of the Tanks : Aeration Tank : 2.0 x 2.0 x 2.5 m ( TD ) Settling Tank : 1.0 x 1.0 x 2.5 m ( TD ) Filter Feed Tank : 1.0 x 1.0 x 2.5 m ( TD ) SUPPLY OF PIPING WORKS FOR STP - 01 Set Supply of Piping works including Suction and Delivery of Transfer Pumps and Dosing pumps, with necessary supports with following specifications Pipes & Fittings Material : UPVC / MS Pressure rating : UPVC - 6 kg/cm2, MS - 15kg/cm2 Make : PVC - Supreme / Astral Equivalent MS/GI - Tata, Jindal/ Equivalent Valves Diaphragm Valves, Gate Valves, Ball Valves, Non Return Valves Butterfly Valves, Needle Valves Material : Polypropylene, CI, Carbon Steel Stainless Steel Standard : BS 5351 Working pressure : 10 kg/cm2 Make : NVR / Equivalent SUPPLY OF ELECTRICAL WORKS FOR STP - 01 Set Supply, of Electrical works with following specifications Motor Control Centre Type: Fixed cubical type with DOL Starters Consists of Incoming feeder with outgoing feeders,Voltmeter Ammeter, Push buttons with Indicator lamp, Overload relays, Contactors, Bus bar of required size, Control cabling Make : ECES Cables Type : Copper armoured Size : 3C x 2.5 sq. mm, 3C x 4.0 sq.mm Make : Omax / Equivalent Terminations Consists of compression cable glands, ferrules, ties, alumnium cable tags etc Earthing Consists of green wire for earthing of Motors, MCC etc Supply of Mechanical Equipments of STP

Erection & Commissioning of the Plant as per standard specification and as directed by SIPCOT officers.

Supply and installation of UF System as per standard specification and as directed by SIPCOT officers.

ROAD, PARKING AND WALK WAY

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. Upto 2.0 Metre depth below average ground level.

Preparation of Sub Grade over the excavated area using Dozer for leveling as per site requirement and consolidating with 10 tons of roller including cost of all material,mechinery etc., complete as per standard specification and as directed by SIPCOT officers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Providing and laying Wet Mix Mecadam Base Course of required compacted thickness in layers as specified on the prepared sub-base with graded stone aggregate and granular material quality in layers as specified, including mixing in Base Mix spreading in uniform layer with motor grader and compaction with vibrating rollers of 80 to 100 static weight and fine dressing to lrequired grade and cross slope as shown on the drawing measurement as per technical specification Clause 406 of MORTH REV. -5 and as directed by SIPCOT officers.

Providing and laying 75mm compacted thickness dense bituminous macadam using 0.40 cum of 37.50 - 13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG 30/VG 40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site , heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of75mm with mechanical paver to the specified grades and cross sections and compaction by 8-10 tonnes power roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9m paver finisher, vibratory /Pneumatic roller and all other tools and plants required, including fuel and all other incidental charegs etc., incidentakl charegs etc., complete as per specification using CMP as per clause 505 of MORTH Rev. 5 and as directed by SIPCOT officers.

Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 30/VG40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officers.

Providing centering & shuttering including strutting and propping (Cuplock system) etc. and removal of formwork at all floors, depths, heights and shapes. with Approved Marine plywood of adequate thickness or as approved by Engineer-Incharge.The surface of concrete should be smooth and free from honey combing after Deshuttering. Also if required the concrete surface joints have to be grinded for giving fair finish. Each plywood usage to be not more than 5 times. For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Supplying and laying Interlocking Rubber Moulded Hydraulic Pressed Paver Block 63 mm tk 50% of Terracotta colour paper 50% of gray colour paver block with M30 grade cement concrete using 6mm chips including levelling the base preparation of sub base, laying out the paver, cut the places to fit the edge, vibrating the pavers and sweeping the sand (grouting) and transportaion chrges loading and unloading charges, all taxes and laying charges etc., complying with std., specification. and as directed by SIPCOT officers. For walkway area

Supplying and laying Interlocking paver block 83mm tk 50% of Terracotta colour paper 50% of gray colour paver block with M30 grade cement concrete using 6mm chips including levelling the base preparation of sub base, laying out the paver, cut the places to fit the edge, vibrating the pavers and sweeping the sand (grouting) and transportaion chrges loading and unloading charges, all taxes and laying charges etc., complying with std., specification. and as directed by SIPCOT officers.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers.

Supplying and providing following size NP3 class RCC pipes with required collars and laying and fixing the RCC pipes including 100mm thk PCC bed and labour charges for all conveyance hoisting and placing the pipes and collars in position as directed by the EIC and packing and pointing the joints with cement mortar 1:2 and all other incidental charges etc., complete. as per standard specification and as directed by SIPCOT officers. 300 dia hume pipe

450 dia hume pipe

Manufacturing, supplying and fixing in position plain cement concrete precast kerb slab of size 500mm x 300mm x 100mm in Cement Concrete 1:1:5:3 (One cement, one and half sand and three jelly) using 20mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Sand) to full depth of slab etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing and painting cement concrete kerbs with alternate black and white strips of 50 cm using synthetic enamel paint of approved make two coats over a coat of cement primer paint all as per standard specification and as directed by SIPCOT officers.

ROAD MARKINGS All the road markings in the following items shall be painted with hot applied thermo plastic paint. The quality of thermo plastic paint, colour, thickness of paint and application sequence etc. as laid down in section 800 of MOST specifications third revision, shall be strictly followed. The procedure of laying sequence and quality of thermo plastic paint thickness of application, as laid down in 801 & 803 traffic sign of MOST specification shall be strictly adhered to. The sizes and location of road signs shall be in accordance with the code of practice for road signs - IRC : 67. Providing, marking and painting lanes in continous line of 15 cm thick line using hot applied thermo plastic paint in white colour conforming to IRC specifications - 67 & MORTH specifications and as directed by SIPCOT officers.

Providing, marking and painting lanes in broken line of 15 cm thick line using hot applied thermo plastic paint in white colour conforming to IRC specifications - 67 & MORTH specifications and as directed by SIPCOT officers.

Providing marking and painting in roads to the required thickness using thermo plastic paint of required colour all conforming to IRC specifications - 67 and MORTH specifications

Pedestrian crossing marking ( 2 M wide marking in broken lines) as per standard specification and as directed by SIPCOT officers.

Providing marking and painting route arrows, sizes etc. as per IRC specifications & MOST specification using hot applied thermo plastic paint white colour etc., complete

Providing and fixing 110 mm dia PVC Spout pipes of 4 kg/sqcm for drainout the rain water in road.as per standard specification and as directed by SIPCOT officers.

Providing and fixing of CAT EYE Road Reflector as per manufacturer specification.

Supplying and Fixing of Reflective Retro reflective signage board of size 600x450 mm (or) 600 dia with 50 mm dia MS post and back frame arrangement of required, as instructed by Engineer in-charge and as per IRC standards.The rate is inclusive of neccessary foundation for fixing Board in position,painting etc., complete as per standard specification and as directed by SIPCOT officers.

Boom Barrier 4.50m length of Raising Boom Barrier with LED strip indicator as per specification complete with control unit and accessary for 4 wheel vehicle entry.The rate shall include Supply and Providing of necessary Loop coil, connection for fixing the card reader usable height with weather proof arrangement etc. complete as per standard specification and as directed by SIPCOT officers.

RCC - STORM WATER DRAIN & CULVERT

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. Upto 2.0 Metre depth below average ground level.

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-25 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 cementcontent of 350 kglms and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). Foundation and Basement

Providing and laying in position, Standardised Concrete Mix M-25 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 cementcontent of 350 kglms and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). Precast Concrete Slab

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification and as directed by SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Providing centering & shuttering including strutting and propping (Cuplock system) etc. and removal of formwork at all floors, depths, heights and shapes. with Approved Marine plywood of adequate thickness or as approved by Engineer-Incharge.The surface of concrete should be smooth and free from honey combing after Deshuttering. Also if required the concrete surface joints have to be grinded for giving fair finish. Each plywood usage to be not more than 5 times. For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Supplying and fixing heavy duty CI manhole frame and cover weighing 50 kg of clear opening size 600 x 600 mm including painting with two coats of anticorrosive paint over a coat of primer etc. Complete as per standard specification and as directed by SIPCOT officers

Providing and erecting of rain water percolating borewell of size 300mm dia 3m depth at 5m centre to centre along the routing of drain. The top of borewell should be kept just below the metal fillilng to facilitate the percolation of water from metal filling to borewell and then to sub-soil water strata. The empty bore should be filled with 40mm stone aggregate for the full depth of 3m. The rate shall include boring 300mm dia using either by mechanical (Augur) bore (or) manual including mobilisation of tools and plants required. Cost of pebbles, filling finishing etc. complete as per standard specification and as directed by SIPCOT officers.

Supplying and providing following size NP3 class RCC pipes with required collars and laying and fixing the RCC pipes including 100mm thk PCC bed and labour charges for all conveyance hoisting and placing the pipes and collars in position as directed by the EIC and packing and pointing the joints with cement mortar 1:2 and all other incidental charges etc., complete as per standard specification and as directed by SIPCOT officers. 300 mm dia., pipes

450 mm dia., pipes

MASONRY WORKS Brick work in following Cement Mortar using Fly Ash Bricks of 230 x 110 x 75mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction as per standard specification and as directed by SIPCOT officers. In ground floor

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

SUBSTATION AND TRANSFORMER YARD

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. Upto 2.0 Metre depth below average ground level.

Beyond 2.0 Metre depth and upto 3.0 Metre depth below average ground level.

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Plain Cement Concrete 1:2:4 (One Cement, Two of sand and Four of hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification and as directed by SIPCOT officers.

Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). Foundation and Basement

For Ground floor

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification and as directed by SIPCOT officers. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying, fabricating and fixing in position inserts comprising edge angle, MS angles, plates, tees, flats,chequed plates and other structural steel sections, holding down bolts, anchor bolts, anchor plates, pipe sleeves etc., in all cement concrete works at all levels and heights above finished floor level in foundation, trenches, pits, tunnels, lift pits etc., below finished floor level including cutting, bending to shape fabricating, drilling, threading, welding lugs etc., with all tools, tackles and labour as per design or as directed including a coat of primer of approved quality and painting the exposed surface with two coats of synthetic enamel paint of approved quality and colour etc., all complete as per standard specification and as directed by SIPCOT officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by SIPCOT officers.

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

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by SIPCOT officers

UPVC Window Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved before use on work

Brick work in following Cement Mortar using best quality Fly ash bricks of size 23x11x7cm for foundation and basement including curing etc.,complete complying with standard specification and as directed by SIPCOT officers. In Cement Mortar 1:5 For foundation & basement

In Ground floor

Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by SIPCOT officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete. Single Leaf Door

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by SIPCOT officers.

Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm 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 complying with standard specification and as directed by the SIPCOT officers

FENCING Providing,fabricating and fixing in position 2” dia galvanized iron B class pipes with one end sealed with all the necessary slits,holes etc. and lugs and supply, stretch and fix in position super PVC heavy mil coated chain link mesh of size 50mm x 50mm x 8 Gauge wire 1.80M high fixed to the pipes with 40 x 6mm GI flat and 8mm GI bolts and nuts with 3 numbers 8 gauge longitudinal wires through the mesh, fixed in including cement concrete M 15 500 x 500 x 600 deep including necessary excavation ,mudmatt etc.all as per standard specification and as directed by SIPCOT officers.

CHAIN LINK GATE Providing,fabricating and fixing in position 2” dia galvanized iron B class pipes with one end sealed with all the necessary slits,holes etc. and lugs and supply, stretch and fix in position super PVC heavy mil coated chain link mesh of size 50mm x 50mm x 8 Gauge wire 1.8M high fixed to the pipes with 40 x 6mm GI flat and 8mm GI bolts and nuts with 3 numbers 8 gauge longitudinal wires through the mesh, fixed in wall /Steel frame including etc.all as per standard specification and as directed by SIPCOT officers.

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., complete as per standard specification and as directed by SIPCOT officers. Rolling Shutters (With Isi Monogram)

LANDSCAPE WORKS

LANDSCAPE Soft Landscape Trees Supplying and planting of healthy well grown tree sapling ,special effect/accent plant in 12' bag size, minimum 2- 2.5 mts or 1mtr in height, without damage of braches and roots, excavation of pit size 900mm x 900mm x 900mm or 600mmX600mmX600mm and backing filling of topsoil or equilent fertile soil, compost,bio-pesticides with proper staking and wrapping. Rate includes plant cost, soil mixtures, transport, supervision,,maintenance of 12 months...all complete as per standard specification and as directed by SIPCOT officers. Conocarpus erectus- 2.5 mtr.

Peltoperum Ferrugenium-1mtr

Albizza labback

Simarouba glauca

Nauclea Cadamba

Pungamia glabra

Bauhinia purpurea

Bauhinia blakena

Spathodea Campanualata

Thespesia populnea

Azadirchta indica

Emblica offcinalis

Psidium gujava

Syzygium cumini

Manilkara zapota

Punica granatum

Annona squmosa

Accent Plants Supplying and planting of healthy well grown tree sapling ,special effect/accent plant in 12' bag size, minimum 1.5- 2 mts in height, without damage of braches and roots, excavation of pit size 750mm x 750mm x 750mm and backing filling of topsoil, red earth or equilent fertile soil, compost,bio-pesticides with proper staking and wrapping. Rate includes plant cost, soil mixtures, transport, supervision,,maintenance of 12 months...all complete as per standard specification and as directed by SIPCOT officers. Ficus Panda "Ball"-1000mm

Plumeria obtusa-1500mm

Areca palm-2000mm

Shrubs Supplying and planting of healthy well grown shrubs in 6'' bag size, minimum 0.45mt in height, without damage of shoots and roots, excavation of pit size 450mm x 450mm x 450mm and backing filling of topsoil, red earth or equilent fertile soil, compost,bio-pesticides with proper staking. Rate includes plant cost, soil mixtures ,transport,supervision,maintenance of 12 months...all complete as per standard specification and as directed by SIPCOT officers. Hemelia patens / Fire Cracker

Meyenia ercta

Bougainvillea palmera

cledodendron macrosiphon

ixora singaporensis

Nerium Olender

Hedges& Ground Covers Supplying and planting of healthy well grown ground covers in 6'' bag size, minimum 0.3mt in height, without damage of shoots and roots, excavation of pit size 300mm x 300mm x 300mm and backing filling of topsoil, red earth or equilent fertile soil, compost,bio-pesticides with proper staking. Rate includes plant cost, soil mixtures ,transport,supervision,maintenance of 12 months...all complete. Lantana depressa/ Lantana

Allamanda cathartica ' dwarf yellow '

Ixora sunkit 'white '

Rhoe Spathacea compacta ' bicolor ,tricoloor, gold '

Planting Preparation Digging out the soil upto 150mm depth, all the debris, stones, weed roots or any other material shall be removed. filling ,spreading and leveling of garden top soil or equivalent soil, farm yard manure , and bio-fertilizers mixture to required depth, grading area as per standard specification and as directed by SIPCOT officers.

Lawn planting Supply of bemuda selection -II grass , free from weeds and dibbling of grass,watering , weeding and maintenance upto 12 month as per standard specification and as directed by SIPCOT officers.

Mexican Lawn Turfing Supply and laying of Mexican turf lawn as carpet , free from weeds and watering , weeding and maintenance upto 12 months as per standard specification and as directed by SIPCOT officers.

Hardscape Work Laying of Stones Supply and fixing of 20-30mm thickness with varius sizes white rough granite stones square, rectangular shape with bed material of 75mm thickness sand, ramping ,packing , planting of grass between joints of stone as per standard specification and as directed by SIPCOT officers. Admin Front

Walk way -Dressed Rough Stone with Grass

Paving of Grass Paver Supply and fixing of 30mm thickness precast concerete square or diamond shape grass paver with bed material of 75mm thickness sand, ramping ,packing , planting of grass between joints of stone as per standard specification and as directed by SIPCOT officers.

Laying of Pebbles Providing and laying river washed Pebbles/ Marble aggregate of beige, white, Green, grey colors etc. in place as per the design and required pattern in required slope as per standard specification and as directed by SIPCOT officers.

Garden Benches Supply and fixing of garden benches capcity of 3 persons sitting without shoulder , 1.2 mtr length granite semi-dressed garden benches with footing include of excavation , cementing in tree court area as per standard specification and as directed by SIPCOT officers.

Supply and fixing of garden benches capcity of 3 persons sitting with shoulder, hand rest , 1.2 mtr length granite semi-dressed garden benches with footing include of excavation , cementing in tree court area as per standard specification and as directed by SIPCOT officers.

COMPOUND WALL