Steel Railing and Gates

Amount

Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable materials. CSR 8.1(b)

Dismantling concrete Cement concrete plain 1:2:4 mix CSR 8.6(d)

Earth work in excavation of foundation of bridge culverts, buildings including handling of material with a combined lead of 15 m dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.For hard clayey sil or hard conglomerate or semi rocky type of the nature of pick jumper with occasional blasting.+ 5.2(ii) carriage 5 km(182.40+7%) CSR 6.7(c)

Providing and fixing bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Sal wood in scantling of section 50 x 25 mm, fixed with nails and 4 mm gauge G.I. wire on existing support complete as per directions of Engineer-in-charge. CSR 32.64

Cement Concrete 1:2:4With stone ballast or shinglesMixing by mechanical means using concrete mixer volumetric type. CSR 10.13(a)(ii)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of 00 RCC including bending and binding placing in position complete CSR 18.18

Reinforced cement concrete concrete M-20 boi ally batch mixed using batch type les 00 mechanically concrete mixer as per IS:1791 and vibrated ni by needle vibrator but excluding steel Cu reinforcement centring and shuttering in o foundation and plinth CSR 10.15

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. CSR 9.2

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. CSR 9.4

Squared rubble masonry coursed (coursed rubble) in foundation’s and plinth in cement mortar 1:4 CSR 12.16

Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. CSR 14.89(b)

PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) IS:4984:1995 for wiring as per purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-(x) Heavy guage PVC conduit pipe 25mm dia. (Flushed) CSR 34.12(x)

Providing laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B- Class including cost of specials (such as tees, bends, sockets, elbows etc.) painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete.32mm i/d CSR 28.35(d)

PVC INSULATED CONDUCTOR CABLES:FR COPPER Supply and erection of PVC insulated FR single upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-Overall size 1 sq.mm (Un-Sheathed) CSR 34.09 (ii)

Providing and fixing Stainless Steel pipe and 10. fitting of grade A ISI-304 as per IS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in- charge. (The pipe length inserted in the fitting shall not be measured for payment) CSR 18.55(a)

Providing and fixing Stainless Steel pipe and 10. fitting of grade A ISI-304 as per IS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in- charge. (The pipe length inserted in the fitting shall not be measured for payment)15.88mm outer dia pipe CSR 18.55(e)

Providing & fixing 16 gauge stainless steel pipe gate of grade 304 duly fixed at site with the help of M.S pivot & hinges grouted in cement concrete complete in all respect as per any kind of drawing & design CSR 18.47

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge CSR 17.101

Deodar wood planking placed on both sides i.e. based and fixed in position including nails and screws etc. CSR 17.7€

Providing & fixing 2' stainless steel handles ISI marked on door & window frames complete in all respect as per the directions of Engineer-in-charge CSR 17.74

Providing & fixing1'-6" stainless steel tower bolts ISI marked on door & window frames complete in all respect as per the directions of Engineer-in-charge CSR 17.79

Providing & fixing Stainless steel ball bearing hinges of size 100x89x3mm ISI marked on door & window frames complete in all respect as directions of Engineer-in-charge. CSR 17.98

Providing & fixing of knobset made ofstainless steel body, having provision of latch and bolt, 3 nos key set, inside push lock model ETL-101A, Finish SS/PB/AB make-ENOX or any equivalent (Lock should be releasable from out side in case of emergency) as per requirement for unisex toilet for PWD complete as per specifications, Harmonised guidelines for PWD and as desired by engineer-in- charge. CSR 17.109

channel with top and bottom width 115 and 165 with mm respectively, 300 mm high in M 20 grade kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 CSR 24.41

Precast Cement Concrete Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over c strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications CSR 24.42

Applying primer coat with cement primer in all shade on newly plastered or concrete exterior surface. CSR 16.31

Painting two or more coats excluding priming La coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade CSR 16.17

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-(iii) MCB Single Pole 40amp. (10kA, Curve-C) CSR 34.16(a)(iii)

Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-183, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color- coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- CSR 34.17(viii)

Supply and erection of sheet metal Iron Clad Switches on existing surface with G.I. bolts & nuts/ rag bolts and nuts etc.. according to the size of holes in the body of the enclosure including connections with suitable size of thimbles and bonding to the existing earth as Specifications:-ii. ICDP Switch 63amp., 415volts CSR 34.18(ii)

Supply and erection of SMC Junction 2 Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On robustly constructed, surface), safe & shock proof, rust & tamper proof of suitable Inner & outer dimensions with ±10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-SMC Junction Box (Glass Fibre reinforcedpolyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement CSR 34.33(vii)(a)

Providing and laying Mat finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge: CSR 14.89(c)

Main gate or railing pillerLights E parks Committee room, Lilly Pond & View point (Gem)

Bidder Name

Amount in Words

M/S Mittal Construction Company

S.S. CONSTRUCTION

rajat thakur

M/S Mittal Construction Company

rajat thakur