Provn of improvement and enhancement of old existing temp shelter incl infra devp wk for COB Mao of 16 AR

SCHEDULE ‘A’ PART-I ( BUILDING WORKS )

Constr of PUF shelter (7.60m x 18.30m) for 20 men SM Bk all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrification, Furniture and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10)

Constr of Single Offrs/JCOs PUF Shelter (7.90m x 10.64m) living accn incl toilet, sanitary and water supply fittings all as per GeM specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, Furniture, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 500 Ltrs capacity and as directed by Engineer-in-charge and as shown in. Drawing No. DGAR/COB/03 (Sheet No. 1/10 to 10/10)

Constr of PUF Shelter (18.30m x 6.10 m) for kote all as per specification and drawings including provn of plinth /Fdn with PCC flooring & plinth protection , Electrifications and as directed by Engineer-in-charge and as shwn in Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9)

Constr of Sentry Post / Watch Tower as per specification and drawings including provn of plinth /Fdn with PCC flooring & plinth protection, Electrifications and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/115 (Sheet No. 1/4 to 4/4)

Constr of PUF Shelter (7.60m x 18.30m) for Signal Centre/MI Room/Coy Office all as per specification including provn of plinth /Fdn with Vitrified Tiled flooring & plinth protection, Electrification, Furniture and drawings and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10)

Constr of PUF Shelter (7.20m x 2.20 m) 6 men Toilet Block all as per specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 1000 Ltrs capacity and as directed by Engineer-in-charge and as shown in Drawing No. DGAR/Engr/COB/114 (Sheet No. 1/3 to 3/3)

SCHEDULE ‘A’ PART-II ( SECURITY FENCING ) 2800.00 mtrs ( Drg No. DGAR/Engr/COB/116 sheet No. 1/2 -2/2)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and fixing at site Angle Iron Post & Struts of 65x65x6mm size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc complete as per drawings

Fencing with Welded steel wire fabric fencingwith posts of specified materials and standard design of size 75mm x75 mm using 4 mm dia GI wire .

Extra for providing and fixing MS flat iron 40x6 mm size Horizontally & Vertically for supporting of wire fabric/ chain link fencing .

Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work on angle irom post , Flat iron & struts

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work on Chain link fencing/ Fabric

SCHEDULE ‘A’ PART-III ( INTERNAL BITUMINOUS ROAD ) 250.00 mtrs

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres

Supplying ,Laying, spreading and compacting stone aggregate of 90 mm to 45 mm & 13.2 mm to 11.2 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density .

Supplying ,Laying, spreading and compacting stone aggregate of 63 mm to 45 mm & 13.2 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density .

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixe

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

SCHEDULE ‘A’ PART-IV ( RETAINING WALL ) 300.00 mtr

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying cement concrete in Coping on retaining walls1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Raised and cut pointing on stone work with cement mortar 1:2 (1 cement : 2 fine sand):

Supplying and stacking at site stone aggregate of 20 mm size

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

SCHEDULE ‘A’ PART-VI ( FOOT PATH WITH CHEQUERED TILES ) 200.00 mts

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Supply and laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding materials including 13.2 mm size stone screening sorrting , watering, spreading, compacting stone aggregate in uniform thickness and consolidation with power road roller of 8 to 10 tonne capacity with proper gradient and camber

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for sides of concrete etc

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement

SCHEDULE ‘A’ PART-VII (SITE DEVELOPMENT / EARTH WORK)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil

SCHEDULE ‘A’ PART-VII (SITE DEVELOPMENT / EARTH WORK)

Construction of Septic Tank 50 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1

Construction of Septic Tank 20 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1

Construction of SOAK PIT all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1

Construction of MANHOLE all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1

Provision of 110 mm dia PVC (SWR) pipe line including PCC 1:3:6 haunching

Please Enable Macros to View BoQ information