Construction of Quality Marking Centre Building at Jagadhri in Yamuna Nagar District

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR No. 6.6

EARTH WORK IN EXCAVATION IN FOUNDATION, TRENCHES, OF UNDER GROUND STRUCTURES, SULLAGE DRAINS, ETC, AND OTHER SIMILAR WORKS IN ORDINARY SOIL INCLUDING DRESSING of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, cressing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction AND DISPOSAL OF SURPLUS SOIL AS DIRECTED WITHIN A LEAD OF 30 METERS FOR DEPTH UP TO 2 METERS BELOW NATURAL GROUND LEVEL (for Public Health works only). Note: (For 1 No Rain Water Harvesting Tank Capacity 50000 Ltr.) HSR No. 6.7 Depth upto 2 metres below ground level

(Add Rs. 6 Per Cum as per Note item no. 10.90) for depth upto 4 mtr.

Excavation for pipelines running under pressure in trenches and pits, in streets and lanes including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to the houses, watching, fencing etc., and disposal of surplus soil outside and inside the town, involving lead upto one KM in ordinary soil:- HSR No. 6.9 Without timbering and shoring upto 1.5 metres depth. HSR No. (a)

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions,acc ording to templates and levels, dewartering, provision for diversion of traffic and bushes rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetelled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1km in ordinary soil. HSR No. 6.1 For depths of excavation not exceeding 3 metres below ground level. HSR No. (a)

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. HSR No. 6.13 (a)

earth work (exclusive of compensation for earth) in excavation, in ordinary soil, and filling, in 15 cm layers, in foundation and plinth including ramming, watering and consolidation under floor with earth brought from a distance not exceeding 30 metres HSR No. (b)

Centring and shuttering for flat surfaces such as suspended floors, Roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal HSR No. 9.1 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F)

Seventh Storey HSR No. (G) Upto 4 mt. height HSR No. (i)

Above 4.00 mt 6.00 mt HSR No. (ii)

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. HSR No. 9.5 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F) Upto 4.00 Mt. Ht HSR No. (i)

Above 4.00 mt to 6.00 mt HSR No. (ii)

Seventh Storey HSR No. (G) Upto 4.00 mt. HSR No. (i)

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. HSR No. 9.7 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F) Upto 4.00 mt. ht. HSR No. (i)

Above 4.00 mt ht. HSR No. (ii)

Seventh Storey HSR No. (G) Upto 4.00 mt ht HSR No. (i)

Eight Storey HSR No. (F)

Centring and shuttering for staircases with sloping soffits including risers and stringers. HSR No. 9.8 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F) Upto 4.00 mt ht HSR No. (i)

Above 4.00 to 6.00 mt ht. HSR No. (ii)

Centring and shuttering for columns (square or rectangular or Polygonal in plan) HSR No. 9.9 Rectangular First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F) Upto 4.00 mt ht HSR No. (i)

Above 4.00 to 6.00 mt ht. HSR No. (ii)

Seventh Storey HSR No. (G) Upto 4.00 mt ht HSR No. (i)

Eight Storey HSR No. (H)

Centring and shuttering for columns (circular or curved in plan) HSR No. 9.1 Circular First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F) Upto 4.00 mt. ht. HSR No. (i)

Above 4.00 to 6.00 mt ht. HSR No. (ii)

Seventh Storey HSR No. (G) Upto 4.00 mt. ht. HSR No. (i)

Above 4.00 mt ht. HSR No. (ii)

Eight Storey HSR No. (H)

Shuttering for faces of concrete foundations and foundations beams (vertical or battering) HSR No. 9.13

Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. HSR No. 10.39

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. HSR No. 10.41

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level HSR No. 10.59 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D)

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F)

Providing and laying in position machine batched and machine mixed design mixed M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as direction of Engineer-in-charge in foundation and plinth. (Note:- Cement content considered in this item is @ 330 Kg/cum). HSR No. 10.66

Providing and laying in position machine batched and machine mixed design mixed M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as direction of Engineer-in-charge in foundation and plinth. (Note:- Cement content considered in this item is @ 340 Kg/cum). HSR No. 10.67

Providing and laying in position machine batched and machine mixed design mixed M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as direction of Engineer-in-charge in first storey upto 4 metres above plinth level. (Note:- Cement content considered in this item is @ 330 Kg/cum). HSR No. 10.73 In superstructure First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D )

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F)

Seventh Storey HSR No. (G)

Eighth Storey HSR No. (G)

Providing and laying in position machine batched and machine mixed design mixed M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as direction of Engineer-in-charge in first storey upto 4 metres above plinth level. (Note:- Cement content considered in this item is @ 340 Kg/cum) HSR No. 10.74 First Storey HSR No. (A)

Second Storey HSR No. (B)

Third Storey HSR No. (C )

Fourth Storey HSR No. (D)

Fifth Storey HSR No. (E)

Sixth Storey HSR No. (F)

Seventh Storey HSR No. (G)

Eight Storey HSR No. (H)

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. HSR No. 10.82 + 10.95

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams girders, stairs columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. HSR No. 10.86 + 10.95(a)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. HSR No. 11.2

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel. HSR No. 11.07 First Storey HSR No. (a)

Second Storey HSR No. (b)

Third Storey HSR No. (c )

Fourth Storey HSR No. (d)

FifthStorey HSR No. (e)

SixthStorey HSR No. (f)

11.43 cm thick brick wall with every fourth course, reinforced with hoop-iron, laid in 1:4 cement sand mortar in super-structure. HSR No. 11.46 First Storey HSR No. (a)

Second Storey HSR No. (b)

Third Storey HSR No. (c )

Fourth Storey HSR No. (d)

FifthStorey HSR No. (e)

SixthStorey HSR No. (f)

Seventh Storey HSR No. (g)

Masonary work using flyash-lime based bricks (IS : 12894-2002) laid in cement sand mortar 1:6 in super structure HSR No. 11.102 First Storey HSR No. (a)

Second Storey HSR No. (b)

Third Storey HSR No. (c )

Fourth Storey HSR No. (d)

FifthStorey HSR No. (e)

SixthStorey HSR No. (f)

Seventh Storey HSR No. (g)

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. . Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. HSR No. 13.89 150MM DIA HSR No. (b)

Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. HSR No. 13.9 150MM DIA HSR No. (b)

Providing and fixing false ceiling with 12 mm thick Gypsum board fixed on MS steel runners frame i/c cost of screws, angles, cleats, rawel plugs, with taping filling with Gypsum compound and applying priming coat, etc. complete in all respects. HSR No. 13.91

Providing and fixing False ceiling with grooves with 12mm to 15mm thick, 600mm x 600mm best quality mineral fibre tiles of approved make fixed on MS steel runners frame i/c cost of screws angles, cleats, rawel plugs, with taping and painting etc. comlete in all respects as approved by the Engineer - in - Charge. HSR No. 13.93 First Storey HSR No. (a)

Second Storey HSR No. (b)

Third Storey HSR No. (c )

Fourth Storey HSR No. (d)

FifthStorey HSR No. (e)

fifth floor HSR No. (f)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. HSR No. 14.1

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping HSR No. 14.4 Area of flooring Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

7th Storey HSR No. (f)

Fixing of Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (Excluding the cost of Marble, Marble will be supplied by the Department). HSR No. 14.49 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Extra for nosing in marble stone for treads. HSR No. 14.5

Extra for marble stone flooring in treads of step not exceeding 30 cm in width HSR No. 14.51

Fixing Marble stone 17 mm and above thick in risers of step, skirting, dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed sand morar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble include- ing rubbing and polishing, (Excluding the cost of Marble, Marble will be supplied by the Department). HSR No. 14.52 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Kotah stone flooring minimum 25m thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. Note:- The Agency to whom the work is allotted have to produce original bill / boucher for all quantity in token of approved purchase of material. HSR No. 14.62 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. Note:- The Agency to whom the work is allotted have to produce original bill / boucher for all quantity in token of approved purchase of material. HSR No. 14.66 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

50 mm thick ironite floor consisting of 40 mm thick cement concrete 1:2:4 base and top layer 6 mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to 2 parts of hard granite chippings 6 mm gauge by volume, finished smooth with hard rubbing. HSR No. 14.74

Providing and fixing ceramic tiles/ anti skid tiles of size of size 400mm x 400mm or above size of approved make in floors, laid in any pattern as specified over base of 20mm thic cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Tile shall be of Premium qualilty (First quality) of reputed manufacturer. RAK: SIMPOLO, ORIENTBELL KAJARIA, NITCO, shall be as approved by Engineer-in-charge. Note:- The Agency to whom the work is allotted have to produce original bill / boucher for all quantity in token of approved purchase of material. HSR No. 14.91 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thic bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete.Tile shall be of Premium qualilty (First quality) of reputed manufacturer. RAK: SIMPOLO, ORIENTBELL, KAJARIA, NITCO shall be as approved by Engineer-in-charge. Note:- The Agency to whom the work is allotted have to produce original bill / boucher for all quantity in token of approved purchase of material. HSR No. 14.92 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of Granite, Granite will be supplied by the Department). HSR No. 14.95 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of Granite, Granite will be supplied by the Department) HSR No. 14.96 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Providing edge moulding to 17 - 20 mm thick granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Single moulding) HSR No. HSR 14.98(i)

10 mm thick cement plaster 1:3 HSR No. 15.2 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Seventh Storey HSR No. (g)

Eight Storey HSR No. (h)

12 mm thick cement plaster 1:6 HSR No. 15.7 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Seventh Storey HSR No. (g)

15 mm thick cement plaster 1:6 on the rough side of single of half brick wall HSR No. 15.12 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Seventh Storey HSR No. (g)

10 mm thick cement plaster 1:4 (on under sides of celing) HSR No. 15.52 First Storey HSR No. (A)

Second Storey HSR No. (a)

Third Storey HSR No. (b)

Fourth Storey HSR No. (c )

Fifth Storey HSR No. (d)

Sixth Storey HSR No. (e)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Through rate. HSR No. 16.1

Providing and Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.2

Painting two coats excluding priming coat with readymixed paint in all shades on new wood work.Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.4

Applying priming coat on steel work consisting of genuine red lead mixed with linseed oil and turpentine oil in equal proportions.Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.1

Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.17

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.25

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.58

Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). Through Rate HSR No. 16.79 (b)

Providing and applying two coats of white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finsihing including lost of carriage of all material labour chages scappolding sundries etc complete Through Rate HSR No. 16.81

Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- HSR No. 17.82 I.S.I designation no. 1 (size of door upto 700mm) HSR No. (a)

I.S.I designation No. II (side of door 701 mm to 850 mm) HSR No. (b)

I.S.I designation no. III (size of door 851 mm to 1000 mm) HSR No. (c)

Providing and fixing double actiob hydraulic floor spring of approved brand and manufacture IS; 6315 marked for doors including cost of cutting floors as required embedding in floors and cover plates with brass pivot amd soingle piece MS sheet outer box. HSR No. 17.99 With Stainless steel cover plate. HSR No. (a)

Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, t the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade no. 2 and arrangement for inside and out-side locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed):- HSR No. 18.18 with 80 mm X 1.25 mm M.S. Laths HSR No. (b)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including Straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths /storeys/ basements etc. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). HSR No. 18.22

DSR Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. DSR- 4.17

Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter. The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded). DSR 9.161

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634- 1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately). DSR 9.162

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-in-charge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of 37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments). DSR 9.164

Providing and fixing stainless steel Grade 304) railing made of Hollow tubes, channels, plates etc. including welding,grinding,buffing,polishing and making curvature(wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,i/e fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel botls etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose ony weight of stainless steel members shall be considered excluding fixing accessories such as nots,bolts,fasteners etc.) (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. DSR10.28

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. DSR 12.52

12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. 12.52.3

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the samemanner. DSR 12.55 Sixth Storey (i)

Seventh Storey (ii)

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately). DSR21.18

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. DSR 25.1

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. DSR25.2 The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025. 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. DSR 25.3

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. DSR 25.4

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: 25.7 Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (a) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (b) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places." ( c)

Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. DSR 25.8 The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.

N.S items Providing and Laying Pre-polished Granite stone 17 mm & above (Colors like :- S-White, Steel Grey, Tan Brown, Marigold, crystal Blue, Rajasthan Black, Copper Silk) in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (NS) NS First Storey (A)

Second Storey (a)

Third Storey (b)

Fourth Storey (c )

Fifth Storey (d)

Sixth Storey (e)

Providing and Laying Pre-polished Granite stone 17 mm & above Like :- S-White, Steel Grey, Tan Brown, Marigold, crystal Blue, Rajasthan Black, Copper Silk in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (NS) NS First Storey (A)

Second Storey (a)

Third Storey (b)

Fourth Storey (c )

Fifth Storey (d)

Sixth Storey (e)

DOOR CLOSER : Providing and fixing fire rated door closer of makes Dorma's TS 93 / Brition's LCN1460/Marshall MH-DC-S-14016 (3-4) extruded aluminimum body heavy duty 2 hrs fire rated door closer tested from CBRI Roorkee as per IS : 3614 Part -II and BS : 476 Part 20& 22 from CBRI Roorkee along with wooden /glazed / metal fire doors. The door closer shall be of type 3-4, non-handed having back check function, ANSI/BHIMA certified, and comples with EN 1154 for 100000 cycles. The door closer shall have a 10 year mechanical guarranty / warranty from the manufacturer and the same shall be submitted to the Engineer -in-charge. NS-4

PANIC BAR: Providing and fixing Stainless steel 304 grade fire rated touch type panic bar from Marshall MH -PB - SS -11001-03/ Dorma PHA 2000-1 PHA 2003/ Von Duprin CX 98 tested in accordance with IS : 3614 Part - II and BS : 476 Part 20 & 22 from CBRI Roorkee for 2 hrs fire rating along with the wooden fire doors as a complete assembly. The manufacturer shall provide a minimum guarantee / warranty for 5 years against any manufacturing defects. NS-5

OUTSIDE ACCESS DEVICE (TRIM): Providing and fixing outside access device 304 grade external trim (Latch & Lock) with 3 keys for panic bar of approved make Marshall MH-PB- SS- 11002 SS / Dorma 's PHX 03 / Von Duprin's CX 98 series for wooden /glazed / metal fire doors all complete as per manufacturer's specifications, approved drawing and direction of the Engineer- in- charge. (for all exits / staircases) NS-6

DEAD LOCK: Providing and fixing Mortise Dead Lock with 80mm both side key cylinder of Dorma’s 288 Series/Briton’s EL 2010/Marshall’s MH-L-13002 SSS European standard satin stainless finish tested to 100000 cycles of approved make and tested along with the Wooden /glazed / metal fire doors for 2 hrs. fire rating from CBRI Roorkee. NS-7

D- TYPE HANDLE: Providing and fixing stainless steel D- Type back to back pull handle of size 300mm long and 22mm dia of make Dorma’s TGDID/Briton’s E series / Marshall’s 304 grade with complete roses and studs for fixing complete as per direction of engineer-in-charge. NS-8

TOWER BOLT: Providing and fixing304 grade Stainless Steel exposed Tower Bolt of size 10mm dia rod and 300 mm long Dorma’s 9114306 , Briton’s DAL FBH 6, Marshall’s MS 300 complete as per direction of engineer-in-charge.. NS-9

DOOR STOPPER : Providng & fixing of SS 304 grade foot stamped door stopper complete as per direction of engineer-in-charge... NS-10

Providing and fixing Automatic Sliding glass door operator manufactured according to the guidelines for power-operated windows, doors and gates, BGR 232, the UVV and the VDE regulations. TÜV design tested, tested according to the low voltage guidelines, fulfils DIN 18650 standards, for framed glass door application with 12mm tougned glass for 2 Nos sliding door panels and 2 Nos fixed panels, both sliding Operator & Frame Finish should be Silver Anodised E6/C0, with operator dimensions (H x D) : 100 x 180 mm and of length as required to suit the opening size given below. TThe track profile should be separate from the main profile for enabling reduction in vibration insulation. Microprocessor-controlled control unit, Self-learning, with adjustable parameters for opening and closing speed, hold-open time and opening and closing force, reversing when obstruction is encountered, Class of protection IP 20. Activators- N.S-11 Combinations Radars with Motion & Presence Detection (02 Nos), Light barrier comprising of receiver and transmitter - 01 Pair, with Electro-mechanical locking, Program Switch with Key. Max Panel Weight Carrying Capacity of 2 X 100 Kgs. item shall have constant power supply 230V+ 5%, 50Hz, AC . The requirement in total is as mentioned ,wall conneting profiles be used on top of overpanel and on all sides to fixed panels only .The above work should complete in all respect as per approved drawings and to the satisfaction of Engineer-in-Charge.

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura, as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. N.S

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make skirting/dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as pidilite (T-13 Roff), Mapaie, Laticrete, Ardex Endura, as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. N.S

Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with : NS-19 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.

Laying and fixing Tactile of any size of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (Tile Shall be supplied by the Department). N.S

Providing and fixing Open cell ceiling compelete in all respect as per drawing & site requirement, and as per direction of the Engineer-in-charge. N.S-21

Providing and laying 12 mm thick laminate wooden flooring ( AC5) with double locking system on 3mm thick foam for noise reduction. Wooden planks having mehlamine impregnated decorative film of HDF density (water & fireresistant) to be laid complete in all respects as per manufacturer's specifications. NS-22

Providing and fixing of 6mm thick approved make to be tempered lacquered glass, approved color , fixed with neutral silicon / double sided tape on a perfectly leveled 12mm thick water proof marine plywood which is mounted on the RCC wall/any other structure by suitable means as approved by Engineer in charge complete in all respect NS-23

Providing & fixing Vertical Linear Baffle Ceiling made out of Aluminum Extrusion made of Aluminum alloy grade 6063. The baffle blade shall be size of 100x 25 x3600mm/150x 25 x3600mm in powder coated finish of approved shade or wood grain finish. The baffle blade shall be suspended using C-channel/ Slotted U-profile powder coated to black color at an on-center spacing of 100/150/200/250mm. N.S-24 The C-Channel/U profile of size 20mmX30mmX3750mm shall be suspended at every 1200mm on-centre using 6mm threaded rod/4mm rod/12 gauge hanger wire from the structural soffit at every 1200mm intervals using U-profile hanger/C-channel hanger. Multiple lengths of U-profile/C-channel shall be connected using U-profile connector/ C-channel connector. The baffle blades shall be suspended from the C-channel/U-profile carrier bars at the required intervals (100 / 150 mm) using baffle hangers. Spacing between blades shall be adjusted using the slots in carrier or the special spacer arrangement provided for this purpose. Multiple lengths of baffles shall be connected using Baffle Joiner and ends covered with end caps (Black color) Installation shall be according to the instructions provided by manufacturer compltete in all respects and as per instructions of Engineer-in-charge / Architect.

Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. N.S-26

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the equirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage. N.S-27

Pipe Sealing N.S-28 Sealing surrounding of pipe by High strength repair mortar using a flowable, single-component, polymer-modified, cementitious repair mortar containing silica fume and a migratory corrosion inhibitor, capable of full depth repairs”. Material, only Required the addition of water, to produce high strength material, which is easy to use with an extended working time for ease of placement, and it make joints watertight which are prone to water attack, permanently.The application shall be in accordance with the manufacturer's instructions and as per the direction of the Engineer-in-charge

Supply of earth with Tibba Sand for under floor taken from outside of campus area with all lead and lift including loading, unloading, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift ) N.S-31

Drilling and tapping of G.I Pipe/ cast iron pipe lines of all diameters and screwing in ferrule and connections:- 28.22 25 mm i/d; (d)

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required; 28.23 11.43 cm thickness of walls (a)

22.86 cm thickness of walls (b)

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer- In-charge. 28.47 Upto 200 mm internal diameter (a)

Exceeding 200mm internal diameter but not exceeding 300mm internal diameter. (b)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below :- 28.5 Top Layer:-----Fine sand screed, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformormily coefficient 2.0 to 3.0).

SecondLayer:-----Coursed sand screened, cleaned and washed and graded from 3mm to 6mm (Approved equivalent quarry).

ThirdLayer:-----Bajri screened, cleaned and washed and graded from 6mm to 20mm (Approved equivalent quarry).

FourthLayer:-----Bajri (Coursed) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).

BottomLayer:-----Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (Approved equivalent quarry).

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meter average depth benching in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement R.C.C. 1:2:4 slab 100mm thick/C.C. topping 50 mm thick with 455 mm x 455 mm/455mm x 610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (FOR SEWERAGE SYSTEM) 29.84 Size 600mm x 900mm inside (with 455mm x 455mm covered and frame light duty single seal weighing 20 kg with R.C.C. slab). (C )

Extra for over 0.30 metre depth of inspection chamber:- 29.85 Size 600mm x 900mm inside (C )

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per speficied in Item No.10.6) in foundation, 1st class work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the R.C.C Road Gully grating and frame complete and to the requirement of the Engineer-in-Charge. 29.87 Single Road Gully Chamber. i) Size 610 mm x 457 mm x 800 mm. (a)

Construction of rectangular standard brick massonry manhole chambers to standard drawings on S.W pipe sewers/Storm water drainage with NP2 pipe or other circular pipe sewers upto the required depth in 1:2 cement sand mortar, cement concrete 1:2:4 in benching, 12mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560mm internal diameter R.C.C manhole cover and frame, fixing galvainised malleable iron stpes emb edded in 1:2 cement sand mortar complete. The rate of covers the cost of M.S steel for R.C.C slab labour for fixing and carriage of C.I manhole frame and cover complete. 29.9 (iv) On 200 mm I/d Pipe sewer For 1.80m depth below ground level

(vi & vii) On 250 & 300 mm RCC pipe For upto 2.40m depth

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. 29.93 Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge.

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge.

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. 29.94 Extra Heavy Duty Set (MD-10) 560 mm Clear Opening). (c)

Providing, SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENGTH OF 600MM EACH PIPE MARKED WITH IS: 651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 including the cost of jointing materials as well as carriage , loading , unloading , stacking , handling , re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 29.95 200 mm dia.

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. 30.5 Double trap syphonic (b) Single Color (ii)

Extra over item no. 30.1 to 30.4 and 30.6 for Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. 30.12 White (i)

EXTRA OVER item nos. 30.3 to 30.6 for Providing and fixing best Indian make plastic hygienic seat with lid complete instead of hollow black or white plastic seat and lid. 30.13 White plastic seat (Solid). (i)

Extra for providing and fixing 32 mm dia G.I. Flush pipe complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips. 30.15 Extra for providing and fixing 32 mm dia G.I. Flush pipe complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips. (a)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge. 30.19 White (i)

Providing and fixing 25 mm thick marble partitions for different type of urinals. 30.4 Vetreous Chinaware Partition Plate. (b) Large size 835 mm x 330mm. (ii) (i) White

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). 30.48

Providing and fixing in position best Indian make chromium plated brass bottle trap 32 mm dia metre. 30.5

Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. 30.53 Size 600 x 450 x 200mm. (a)

Providing and fixing 40 mm I/D G.I. waste pipe embedded in walls or lead waste pipe weighing 4.46 kg/metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. 30.62

Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. 30.63 with Bottle Trap (indian make). (a)

Providing and fixing in position best Indian make paper holders fixed into wall with C.P. brass screws complete in all respects including cutting and making good the walls etc. 30.67 C.P.Brass. (a)

Providing and fixing in position best Indian make towel rails fixed in with rawls lugs embedded in walls with C.P. brass screws complete in all respects including cutting and making good the walls etc. 30.68 25 mm dia C.P. Brass adjustable; 750 mm long.. (i)

Providing and fixing in position glass shelf fixed in with rawls plugs with C.P. brass screws complete including cutting and making good the walls etc. 30.69 With C.P. Brass brackets and guard rail; (a)

Providing and fixing in position best Indian make soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making good the walls etc. 30.7 Providing and fixing in position best Indian make soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making good the walls etc. (i)

Providing and fixing in position best Indian make bevelled edge 5.5mm thick mirror mounted on Asbestos sheet ground fixed in position by means of 4 Nos chromium plated brass screws and washers over rubber washers and rawl plug complete in the wall or chromium plated brass clamps with C.P brass screws complete including cutting and making good the walls etc. 30.71 Providing and fixing in position best Indian make bevelled edge 5.5mm thick mirror mounted on Asbestos sheet ground fixed in position by means of 4 Nos chromium plated brass screws and washers over rubber washers and rawl plug complete in the wall or chromium plated brass clamps with C.P brass screws complete including cutting and making good the walls etc.

Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawls plugs etc. complete in all respects including cutting and making good the walls etc. 30.73 C.P. Brass; (a) Two way. (ii)

Providing and fixing in position super quality 65mm dia opening C.P. brass dome hinged grating weighing about 750 grams fixed in cement mortar 1:2 complete in all respects. 30.74

Providing and fixing in position 15mm dia C.P. brass bib cock of best quality. 30.75 Bib cock long body; (a)

Short Body Bib cock; (c)

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). 30.76

Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). 30.77

Providing and fixing in position best Indian make flexible tube connection. 30.82 C.P. Brass (iii) 15mm x 450 mm. (b)

Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. 30.85

Cutting chase in brick walls in cement or in floor for embedding GI or HCI pipe lines and making good the same to its original condition; A 75mm x 75mm 30.95

Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150mm cast iron cover weighing approximately 7.26 K.G. and frame clear opening 300mm x 300mm and size 330mm x 330mm and chamber including cement mortar 1:5; cement concrete 1:8:16 in foundations and cement concrete 1:2:4 in coping around C.I. cover and frame etc. with three coats of black bitumastic superior paint of approved manufacturer on all C.I. work as per standard design, minimum depth of water should be 150mm with a minimum seal 50mm; 30.114

Providing and fixing in position best Indian make vitreous Chinaware channel of size 600mm x 150mm including laying and fixing in cement concrete 1:2:4 complete as required by Engineer-in-charge. 30.115

DSR Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR / 19.16

Drilling/Boring of 16" i/d (400mm) dia bore by with reverse rig/direct rotary rig method in all kinds of soil including cost of consumable stores, fuel, oil soil stabilizing material and transportation reg to the side of the proposed bore. Logging with electronic legger etc. to complete the bore. DSR/ 23.1.1.3

Providing and lowering of 8" i/d (200mm dia)PVC pipe LCG super / johonson slotted Pipe 1.0 mm thick duly ISI marked complete in all respects. DSR/ 23.3.3

Supply and packing of pea gravel 3 to 6mm size in the bore complete in all respects to complete satisfaction of E.I.C. DSR/ 23.8

Development of the tubewell with the helpt of Air Compressor Limit of required capacity as directed by the E.I.C. including the cost of all consumable stores, fuel, oil and other tools and plants. DSR/ 23.12

Providing and fixing of M.S.Clamps 12mmor 1/2" thick plate/flat complete in all respects. DSR/ 23.14.3

Providing and fixing of M.S.bail plug to 8"(200mm) nominal bore complete in all respects. DSR/ 23.15.3

NS Providing & fixing FIXING 500 mm INTERNAL DIAMETER CIRCULAR CLEAR INSIDE OPENING CAST IRON MANHOLE COVER AND FRAME INCLUDING CARRIAGE from the stores of the Engineer-in-charge to site of work loading, unloading, including stacking AND SETTING THE same to correct lines and levels IN 1;2 CEMENT SAND MORTAR over manhole etc. N.S-29 Medium duty circular 500 mm internal dia. (Total weight 116 kg (Weight of cover 58 kg & Weight of frame 58 kg)) (ii)

Providing and fixing steel bar embedded plastic steps of size 263 mm x165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786. N.S-30

Providing and fixing white vitreous china ware star white colour under counter wash hand basin of size 56 x 43 cm Hind ware make or any equivalent make parry ware etc as per instruction of E.I.C including the cost of wiking make cp 32mm waste, chair type adjustable brackets, jaquar 167B/nova make central hole mixer including the cost of cutting granite for WHB and making hole in granite for fixing mixer, plugs. screws,white cement, complete in all respects. MR-1

Providing and fixing in best Indian make C.P. jet along with flexible pipe complete in all respects of reputed make to the approved of EIC. MR-2

Providing and fixing C.P. brass Angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. MR-3

Supplying, installing, testing and commisioning of PVC mineral filled low noise pipes and fittings, with push fit rubber ring sockets pipes and fittings confirming to EN-12056, with density 1.9gm/cm3. Piping is to be suspended from ceiling level & fixed on ceiling with necessary fittings and cutting the pipe to the required length including short pieces, assorted fittings such as Plug / Plain Tee / Swept Tee with or without door, bends and elbows or any other standard fittings are included in the rate. The pipe should have B1 fire classification according to EN4102 and is hot water resistant up to 95⁰C for short term loading & 90⁰C long term loading and has chemical resitance of pH 2-12 and completly provides sound protection upto 10 dB at a flow rate of 2 LPS and giving water tightness test for all the piping (refer technical specifications for additional details.) The rate shall include chasing of walls, laying of pipes as per standard working procedures. MR-4 All the internal drainage pipes are to be suspended below the ceiling level and the pipes are to be supported by modular clamps. The rate includes the cost of all types of clamping and no other separate rate shall be given. The supports required for the Pipes should be made up of cold rolled steel of quality DX51 or greater with minimum GSM of 275 or greater and should have universal mounting slot on the front of the rail for accurate positioning of fasteners and system compatible round and long holes on back of the rail the pipe. The pipe clamps should be either split type with EPDM inner rubber lining or should be MSS-SP manufactured with FM approval and UL listing. Threaded rods should be of 4.8 strength class or greater and necessary accessories such as Hexagonal Nuts and Bolts should be of 8.8 strength class. DN 75 mm o/d PP mineral filled SWR pipe (i)

DN 110 mm o/d PP mineral filled SWR pipe (ii)

Providing and fixing Brass Floor Clean Out plug with suitable insert keys for opening to soil pipe / waste pipe of uPVC pipe as required complete and direction by Engineer-in-charge: MR-5

Providing & Fixing Low Noise Multi Floor Trap with minimum 50mm water seal having 3nos of DN 50mm inlets and 1nos of DN 110mm Top inlet and 1nos of DN 75mm outlet. The baffle construction should be air tight under all circumstances. The inspection plug should enable to access the area under the baffle in order to inspect and clean the area. The Floor Trap volume should be in such a way that a maximal discharge capacity is reached. In case not all the inlets are used two PP-blind plugs are added to the Floor Trap. These blind plugs should secure a leakage free sealing of unused connections to the Floor Trap. Make: Poloplast, Wavin Astral (Silencio). MR-6

Providing, laying, jointing, fixing and testing Galvanized iron/G.I pipe lines and specials tees bends, sockets, elbows and clamps etc., inside building and testing etc., complete including cutting threading. MR-7 15 mm i/d of pipeline; (i)

20 mm i/d of pipeline; (ii)

40 mm i/d of pipeline; (iii)

50 mm i/d of pipeline; (vi)

Providing, laying, jointing, fixing and testing Galvanized iron/G.I pipe lines and specials tees bends, sockets, elbows etc., in trenching in the ground , cutting , threading and testing etc. complete. MR-8

Providing, fixing and jointing gun metal (Bronze) Peet valves screwed (Heavy pattern) with hand wheels, on G.I. pipe lines laid in the ground or inside buildings complete in all respects. MR-9

Providing, fixing and jointing Non- Return valves, on G.I. pipe lines laid Outside/ inside buildings complete in all respects. MR-10

Providing and placing on terrace polyethylene water storage tank, ISI : marked, III layers with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. MR-11

Providing and fixing G.I. Tank nipple AVR/SVW Make complete in all respects. MR-12

Providing and fixing in position best Indian make ISI Marked Ball cock 25mm with brass rod, PVC ball complete in all respects. MR-13

Providing and fixing ISI marked or equivalent PVC coupler including jointing with solvent of approved quality complete as per direction of Engineer In Charge. (FOR RAIN WATER PIPE) MR-14

Providing and fixing in position M.S. or heavy flat iron Clamps made out of M.S. flat not less than 5 mm of the approved design for fixing PVC pipe to walls complete in all respects including cutting and making good the walls and floors etc. and painting; (FOR RAIN WATER PIPE) MR-15

Providing and Fixing of horizontal R.C.C Road Gully cover and frames (M-20) in 1:2 Cement sand mortar complete in all respects. MR-16

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for Peet Valve, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 complete in all respects. MR-17

Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. DSR-6 150 mm. Dia 6.2

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : DSR-7 25 mm dia 7.1

32 mm dia 7.2

50 mm dia 7.4

65 mm dia 7.5

80 mm dia 7.6

100 mm dia 7.7

Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : DSR-9 Single headed Stainless steel 9.2

Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :: DSR-10 Single headed Stainless steel 10.2

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : DSR-11 50mm dia 11.2

65 mm dia 11.3

80 mm dia 11.4

100mm dia 11.5

150mm dia 11.6

Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : DSR-12 100mm dia 12.5

150mm dia 12.6

Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. DSR-13

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : DSR-14 100mm dia 14.5

150mm dia 14.7

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. DSR-15 100mm dia 15.2

150mm dia 15.3

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : DSR-16 Stainless Steel (Grade 304) 16.2

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. DSR-17 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30 m 17.1

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : DSR-18 Stainless Steel (Grade 304) 18.2

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : DSR-19 2 way-100 mm dia M.S. Pipe 19.1

3 way-150 mm dia M.S. Pipe 19.3

Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. DSR-20

Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : DSR-21 Pendent Sprinkler 21.1

Horizontal side wall sprinkler 21.3

Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. DSR-22

Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. DSR-23 100mm dia 23.1

Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required : DSR-24 100mm dia 24.2

Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required. DSR-25 1000mm 25.2

N.S. Providing and fixing of HOSE CABINET of Size: (400mm x 400mm x 450mm) made of 1.6mm thick MS sheet with 3mm thick glazed wiremesh i/c necessary locking arrangement suitable to accommodate fire brigade inlet connection duly painted with post office red externally and white internally with synthetic enamel paint complete in all respect as required. NS-5

Providing, fixing and Testing of HOSE BOX (550mm x 550mm x 450mm) for DRAW OF CONNECTION made of 14 SWG thick MS Sheet with 4mm thick glazed glass and doors including necessary locking arrangments. NS-6

Supply, installation, testing and commissioning of ISI marked (IS:15638) portable fire extinguisher, ABC (gas pressure) type capacity 4kg with gun metal cap and nozzle and complete in all respects including initial fill and wall suspension brackets as required as per specifications. NS-7

Providing and fixing fire extinguisher of carbon dioxide type consisting of brand new high pressure steel cylinder bearing IS: 7285 mark and having the approval of controller of explosives Nagpur, wheel type valve bearing IS:3224 mark internal discharge tube, 1 meter long high pressure discharge hose, non conducting horn, suspension bracket, fully charged bearing IS: making fixed to wall as directed. NS-8 9kg capacity cylinder

Supplying and installing of 3nos set of fire buckets of 24 gauge galvanized steel sheet, standard 9 liter capacity and of round bottom shape, painted white inside and red outside and black on the bottom, inscribed with letters "Fire " in black and gold. NS-9

Mechanical foam trolley mounted as per IS: 13386 type for extinguisher 50 litres capacity complete gun metal union 1 Kg Co2 external gas cartridge with wire braided discharge hose and initial charge of Aqus Film Forming Foam (AFFF) charge with all necessary fittings and accessories. NS-10 [Location : Pump room]

Providing and fixing G.I. Tank nipple AVR/SVW Make complete in all respects. NS-11 50mm nominal bore (b )

Providing and fixing in position best Indian make ISI Marked Ball cock 25mm with brass rod, PVC ball complete in all respects. NS-12 25mm nominal bore (b )

Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR / DSR Items of Civil, P.H. Fire Figting work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site Note:- It may be ensured that fire fighting work is executed as per these provisions of NBC. nothing less, nothing more. Work should be done well in time and there should be no delay on this account. A clause should be there in the dnit that the contractor will arrange NOC from competent Authority and for which 10% amount will be withheld till NOC is received.

Bansal and brothers