Construction of Entrance Gate and Fencing for the Properties Owned by Department of Tourism Bearing Survey No.79 Part of V P Queula in Ponda Goa

Amount

CIVIL WORKS

Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001).

Earthwork in excavation over areas by mechanical/mannual means at all depths in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including dressing of sides and ramming of bottoms, including getting out the excavated soil at all lifts, including pumping or bailing out water as directed by the Engineer on site including segregating the excavated earth along with crushed rock pieces of size 75mm and below and disposal of surplus excavated earth as directed by Engineer within a lead of 50mt and all lift and including breaking of excavated rock into boulders of size ranging from 150mm to 300mm and stacking the broken boulders at a place specified by the Engineer on site etc. complete

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level

Centering and shuttering including struttings, propping etc. and removal of formwork for :a)Foundations, footings, bases for columns and mass concrete.

b)vertical surfaces such as retaining walls,return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

c)Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) :a) All works upto plinth level

b)In walls (any thickness), including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

1.2 mt. height fencing with 1.80mt. R.C.C. posts of standard 30 design placed at 3 mt. apart embedded in cement concrete blocks, corner, end & every 10th post to be strutted with 6 horizontal lines & two diagonals of barbed wire 9.33 kg/100 mt. minimum between two posts, fitted and fixed with G.I. stapples on wooden plug tied to 6mm bar nib with binding wire (cost of posts, struts, earthwork and concrete to be paid separately) G.I. barbed wire.

Providing at site 1.8m long RCC standard posts with wooden plugs or 6mm bar nibs.

Supplying at site 2.00 m long RCC standard struts

Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.

Disposal of unserviceable material such as buiding rubbish,wood,earth excavated rock, debris etc for all leads and lifts upto 20Km

Supplying and fixing in position factory made Precast RCC boundary stones confirming to IRC-25-1967 in concrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means of mechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two number inverted 'U' size bars etc. complete(Excavation, bed concrete to be paid seperately).Circular 150 mm dia at top 200 mm dia at base and 900 m length.

18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.

Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.

M/s K P M CONSTRUCTIONS (BID ID -42475)

SAROJ KUMAR CHOWDHARY (BID ID -42470)

SHUBHANGI PRAKASH BHANDARI (BID ID -42373)