MOH. CHAKAIPUR WARD NO. 11 THANA CHAURAHA PUMP SE PALIKA KARYALAYA AVAM NAGAR PALIKA KE SAMANE SE JAGDISH BADE BABU KE GHAR SE HOTE BLOCK KE GATE TAK PIPE LINE VISTAR AVAM TATSAMBANDHI KARYA

Construction of PIPE LINE VISTAR

Dismentling dry brick pitching in floors drains etc, including stacking of serviceable material and disposal of unserviceable material within 50 meters lead DSR No. 15.24

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including getting out and disposal of vavated earth lead upto 50m and lift upto 1.5m as directed by Engineer-in-charge DSR No. 2.6.1

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including getting out and disposal of vavated earth lead upto 50m and lift upto 1.5m as directed by Engineer-in-charge DSR No. 2.7.1

Supply of following sizes (D.I.) pipes for rising main/distribution system confirming to latest relevent I.S. 8329/2000 specification with all jointing materials such as specials confirming to latest /relevent I.S. specification suitable for D.I. Pipes as per IS -1239/2000 and IS 8329/2000 or their latest amendment including F.O.R. 32.00 destination and all taxes and insurance etc. with loading unloading and carting upt site of work also including special for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc complete (including testing of pipe lines and cutting of pipes for making upto length but the excluding the cost of treanches) all complete as per instruction of Engineer-in-charge (63mm Dia HDPE pipe PN-06 Class PE-100))

Supply of following sizes pipes for distribution system confirming to latest relevent I.S. 4984/1995 specification with all jointing materials and special confirming to latest /relevent I.S. specification including F.O.R. destination and all taxes and insurance etc. with loading unloading and carting upt site of work also including special for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc complete (including testing of pipe lines and cutting of pipes for making upto length but the excluding the cost of treanches) all complete as per instruction of Engineer-in-charge Sluice valve - 150mm dia

Construction of following types of chembers as er department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc. complete for proper completion of work as per instruction of Engineer-in-charge Sluice valve chember (massonay Type) (1m to 1mx1m)

Provision for following type chambers as per department type design and drawing including encasing pipe of required diameter shifting of telephone cables etc alone the allgnment of nine etc complete as per instruction in charge Crossing of road (For 3.5 m wide)

Crossing of road (For 7 m wide)

Provision for following type of culvert crossing along the alignment of pipe line complete as per instruction of Engineer-in-charge (Casing of pipe in done by concrete) Nala/culvert crossing (width-3.5m) upto dia 300mm

Making house connection should be done atleast 2m inside be boundry wall with provision of tap from distribution line to outer wall of house with supply of 1m G.I. Pipe (15m) (above ground) & avarage 5mtr MDPE Pipe (20mm) (below ground) including specials saddle Tap etc. of suitable size T&P etc. including excavation laying and jointing for proper completion of work as per instruction of Engineer as per Dwg 12 (excluding road restoration)

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstic of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405. Top Bottom

1:5:10 (1 cement : 5 manufactured sand : derived from recycles concrete aggregate (RCA) : 10 graded stone aggregate 40mm nominal size Recycled Aggregate (RA) 4.1.10A)

Sand filling in plinth including supply of neccessory quantity of sand from a distance not exceeding 8km from the site of work and including watering dressing etc rate to include coat of all materials labour and T&P etc required for proper completion of work SI No. 255

Providing and laying of 80mm thick factory made cement concrete interlocking pavor block of M-30 grade made by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with line sand etc. all completed as per the direction of Engineer-in-charge DSR No. 16.68

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