Special repair and widening of existing approach roads to College of Home Science at CCSHAU, Hisar. (including EI work)

Amount

Civil work 1 to 26:- Earth work excavation in ordinary soil exclusive of compensation of earth- b. earth-work undressed with a combined lead upto 15 metres including breaking of clods (HSR 6.2 (b)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.(HSR 10.28)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132)

Providing and laying 80 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respects (HSR 10.159)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)

Dholpur stone 25 mm thick in wall facing (lining) laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, pins and dowels etc. {HSR 14.60}

Cement pointing on stone slab pavement with cement mortar 1:2 (HSR 15.73)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade (HSR 16.3)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (HSR 16.25)

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the be (HSR 24.1)

Laying brick on end edging length wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soling. {HSR (24.6(b)}

Laying and consolidation of stone metal, soling coat to water bound macadam specification, carrying the metal from stacks, and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material to proper camber, with road roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars (HSR 24.7)

Laying and consolidation of stone metal wearing coat, to water-bound-macadam specification, including making side dowels, carrying the metal from stacks and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material, to proper camber, with road roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars. (HSR 24.9)

Earth filling under road with dune sand ( tiba sand), brought from outside (any lead) in 25 cm layers including laying, dressing, watering, rolling with road roller to specifications/ consolidating, excavation, carriage, loading, unloading and compensation, etc., complete in all respects. (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 channel finished smooth and of size 1’-0” x 1’-0” x 0’-3” of required shape and design fixed at ground level along with road, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

Collection of Ist class bricks, at the site of work including carriage , loading unloading and stacking, etc., confirming to Haryana PWD Specification No.3.5 (NS)

Removing of existing cement concrete kerbs (to be removed carefully) from road/path and shifting the same to maintenance store with a lead of 1 km, complete in all respect as directed by Engieer-in-Charge. (NS)

Removing of existing cement concrete channel (to be removed carefully) from road/path and shifting the same to maintenance store with a lead of 1 km, complete in all respect as directed by Engieer-in-Charge. (NS)

Collection of stone metal 63 mm to 45 mm gauge/grade-II for soling coat to water bound macadam specifications duly screened and stacked at the site of work from an approved quarry as per clause 404.2 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). It should be hard, durable and free from excess flat, elongated, soft and disintegrated particles, dirt and other deleterious material. The aggregate shall confirm to the physical requirements set forth in the table 400-6 and grading shall be as per table 400-7 given as under. TABLE 400-7 Grading size range sieve desi- %age by No. gnation weight passing by the sieve II 63mm to 90 mm 100 45 mm 63 mm 90-100 53 mm 25-75 45 mm 0-15 22.4 mm 0-5 NOTE :- 10% reduction in volume computed by stack measurement shall be done for working out the volume to be paid for as per clause 514.5 and table 500-28 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). (NS)

Collection of stone metal 53 mm to 22.4 mm gauge/grade-III for wearing coat to water bound macadam specifications duly screened and stacked at the site of work from an approved quarry as per clause 404.2 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). It should be hard, durable and free from excess flat, elongated, soft and disintegrated particles, dirt and other deleterious material. The aggregate shall confirm to the physical requirements set forth in the table 400-6 and grading shall be as per table 400-7 given as under:- TABLE 400-7 Grading No size range sieve desi- % age by gnation weight pass- ing by the sieve III 53 mm to 63 mm 100 22.4 mm 53 mm 95-100 45 mm 65-90 22.4 mm 0-15 1.2 mm 0-5 NOTE : 10% reduction in volume computed by stack measurement shall be done for working out the volume to be paid for as per clause 514.5 and table 500-28 of MORT & H Specifications for Roads and Bridges Works (4th revision of 2001 / latest edition). (NS)

Providing and laying one coat of surface dressing with bitumen spray and coarse aggregate, in the proportion as per design criteria specified, and rolling it with road roller including the cost of fine aggregate, bitumen, road roller, etc., complete in all respect as per Clause No. 510 of M.O.R.T. & H. Specifications for Road & Bridge Works( (4th revision of 2001/ latest edition) (NS)

Providing and laying bituminous tack coat using 3 Kg. bitumen of 80/100 grade per 10 sq. metre area on existing bituminous surfaces including the cost of bitumen, complete in all respects as per Clause No. 503 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition). (NS)

Providing and laying 20 mm thick premix carpet on road with coarse aggregate and bitumen mixed and heated with mechanical mixer (hot mixed plant), in the proportion as per design criteria specified, carriage of premix material from plant to site of the work and laying the same with paver and rolling it with road roller including the cost of aggregate, bitumen and road roller, lighting arrangement, sign boards, and night watchmen, complete in all respect as per Clause No. No. 511 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition) but excluding tack coat & seal coat. (NS)

Providing and laying premix ‘B’ type seal coat with bitumen and fine aggregate mixed and heated with a mechanical mixer, in the proportion as per design criteria specified, and laying the same manually and rolling it with road roller including the cost of fine aggregate, bitumen, road roller, etc., complete in all respect as per Clause No. 513 of M.O.R.T. & H Specification for Roads and Bridges Works (4th revision of 2001/ latest edition). (NS)

Collection of screening (predominantly non-plastic material) for soling & wearing coats duly stacked at the site of work, from an approved quarry as per clause 404.2.6 of MORT&H Specifications for Road & Bridge Works (4th revision of 2001/ latest edition) (NS)

Electrical work 27 to 43:- Wires and Cables {HSR 31.9 (ii) (c )} (ii) S/E of 3 core PVC copper insulated and sheathed circular flexible wire:- (c) Size 1.00 sqmm (32/0.20 mm)

MINIATURE CIRCUIT BREAKER AND ISOLATOR:{HSR 31.17(a) (ii)} Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections (a) Miniature Circuit Breakers of 9 K.A. breaking capacity (ii)6-32 amp. SP MCB

(ii) 32 amp. SPN MCB {HSR 31.17(a) (ii)}

EARTHING {HSR 31.22(i)} (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required

(ii) Extra for using salt and charcoal/coke for pipe earlth electrode as required. {HSR 31.22 (ii)}

(xii) Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required. {HSR 31.22 (xii)}

(xvi) Providing and fixing 4.00 mm dia G.I. wire on surface or in recess for loop earthing as required. {HSR 31.22 (xvi)}

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.{HSR 31.26 (iv)} (iv) 2 x 10 sqmm(armoured)

S/E of suitable compression type brass cable glands for underground cable {HSR 31.28 (ii)} (ii) 10 sqmm to 16 sqmm cable 2 to 4 core.

Miscellaneous {HSR 31.35 (ix) (c )} (ix)Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of Engineer-in-charge of the work. (c) 10 sqmm

S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-incharge of the work {HSR 31.67(i)} (i) HDPE pipe 63/50 mm outer dia/inner dia.

S/E of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by the manufacture including cost of foundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100 A, 4 pole natural links including connection etc. with suitable connecting arrangement for 2 No. MCBs/kit kat including cost of R.C.C. 1:1.5:3 for foundation of size 0.7 M x 0.7 M x1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of the work {HSR 31.68 (i)} (i) 7 Mtr. Long pole with top dia 70mm and bottom dia 130 mm with base plate of size 220x220x12mm

Dismantling of old pole & removing malba from site and pole return to store with in lead of 2 km. (NS)

Dismantling of old street ligh fittings and return to store with in lead of 2 km. (NS)

S/E of LED street light of system voltage ≥70 W IP66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≥70 watt LED should be 7800 or above in cool day light (5700K), Lumen efficacy > 115 lm/w, Power factor >0.95, CRI ≥70, Average life ≥50000 hours, complete with all accessories as required with connections and with 5 year warranty period.. Make: Philips, Havells, Wipro, Bajaj or HPL (NS)

S/E of Single Arm Bracket 1.50 mtr. Long 40/50mm dia GI pipe (B Class) and 75 mm dia GI pipe (B Class) 30cm long top cover fixing on existing 7 mtr. high street light Octagonal pole with nuts and bolts making an angal of 10 to 15 degree with duly painted etc. complete in all respects upto the entire satisfaction of Engineer-in-charge of the work (NS)

SITC of astronomical time switch degree of protection IP 20 two module voltage 230 V AC, 50 Hz Astronomical programmable every one minute back up of 6 years 28 memory locations, current capacity 16A with 1 changeover (ICO) total 28 programmes. Ambient temperature -10 degree to +55 degree with 32 amp. contactor three phase with 32 amp. DP MCB and 25 amp. SP MCB. Make: Indo Asian, Philips, Havells, L&T (NS)

Varun Kumar Contractor

Kalasho Constrcution Company