PILE FOUNDATION FOR D TOWER NEAR GIS TENGPORA WITH ALLIED ELECTRICAL WORKS

Amount

Erection of ERS for one circuit of 132KV Bemina-Rawalpora Transmission line including dismanteling after completion of work.

Loading of 01 ERS at Divisional Stores of TLMD-IV Pampore & Unloading of same after completion of Job.

Manual carriage of 01 ERS and other allied material from nearest road site to erection site

Providing and fixing of wooden logs( including cost of wood,mechanical and mannual carriage upto site ) to stay sets for 10 pits for anchoring of ERS

Providing of stone boulders for overburdening of pits

Excavation of pits for fixing of anchoring/stack plates and rods including back filling for 1 no pit=1 mtr x 1.5 x 2.5 =3.75 Cum for such 10 no pits = 3.75 x 20=75 Cum

Fixing and anchoring/stack plates with stack rods and back filling same

Erection of ERS including fixing of guy wires etc.

Laying of additional 0.2 ACSR Panther CONDUCTOR FOR 3 PHASE

Making of compression joints.

Stringing of conductor including erection of insulator strings,fittings etc.

Errection of jumpers at tension towers

Dismantling of ERS including removing of all sorts of anchoring.

Back filling of excavated earth

Loading of 1 ERS and all other allied material for carriage back to TLMD-IV.

LAYING AND STRINGING OF CONDUCTOR /OPGW OF 132 KV D/C BEMINA-RAWALPORA TRANSMISSION LINE FROM TOWER NO 11BN TO 13X B+6 NEAR TENGPORA BRIDGE SRINAGAR

Carriage of ropes ,pulleys derrickpoles etc through 1.0 km avg.lead.

Anchoring of towers including dismantling arrangments

Loading and Unloading of insulators & other fitting from Mech. Transport and carriage upto tower site

Loading of stringing equipment like compressor, turn table, four sheeve pulleys,rollers etc

Unloading and stacking of material as per item 7

Carriage of material as per item 7, from road site to work site avg. lead 1.0 Km.

Laying of earth wire/OPWG to string

Laying of conductor to string

First phase string

For subsequent string 5 for D/C

Stringing of earth wire 0.643 Km

Stringing of panther condcutor 0.643 *6 Km

Erection of jumpers at tension towers

Making of compression joints for earthing

Making of compression joints for Conductor

Fixing of phase plate, circuit plate, danger plate, Number plate

Erection of anticlimbing devices

Watch and ward of material during laying and stringing of conductor and earth wire 7 wires/km for D/C

ERECTION OF SUPER STRUCTURE & ACCESSORIES OF D-TYPE TERMINATION TOWER FOR 132 KV BEMINA-RAWALPORA TRANSMISSION LINE NEAR TENGPORA BRIDGE FOR 132 kV UNDER GROUND CABLE TERMINATION OF GIS TENGPORA (LOOP-OUT)

Loading & unloading of

Tower material and Nuts & bolts

Carriage of tower material from road site to errection site average lead upto 1.0 kms

Errection of super structure

Welding of tower bolts first two stories

To and fro carriage of welding equipment & T&P

Earthing of Towers

Pipe type

Mechanical carriage of tower material from Divn. Store to work site avg. 20 kms

Cost of earthing material

Watch & Ward of material

OPENING AND LOWERING OF CONDUCTOR / OPGW OF 132 KV D/C BEMINA-RAWALPORA TRANSMISSION LINE FROM TOWER NO 11BN TO 13X B+6 NEAR TENGPORA BRIDGE SRINAGAR

Carriage of ropes ,pulleys derrickpoles etc through 1.0 km avg.lead.

Anchoring of towers including dismantling arrangments

Loading of stringing equipment like compressor, turn table, four sheeve pulleys,rollers etc

Opening / lowering of earth wire / OPGW 0.643 Km

Opening / lowering of panther condcutor 0.643 *6 Km

Opening of jumpers at tension towers.

Openign of anticlimbing devices

Watch and ward of material during laying and stringing of conductor and earth wire

Dismantling of one no tower approx weight 4.5Mt incluidng carriage of the same to Divisional stores Bemina Srinaagr

Material Cost for erection and stringing of 132 kV Termination Towers near Tengpora Bridge Srinagar and allied works

Superstructure including Nuts and Bolts including Stubs

Tower Accessories

Danger Plates 1 No Per Tower

Phase Plates 6 No Per Tower for D/C

Number Plates 1 No Per Tower

Circuit Plates 2 No. Per Tower for D/C

Anti Climbing Devices 1 No Per Tower

Earthing of towers Normal Type

Conductor Accessories

Vibration Dampers 2 No/Phase/Tower

Earth Wire Accessoreis

Vibration Dampers 2 No / Tower

Insulators

Disc Insulators (120 KN / 90 KN, Ball and Socket Type 140 mm height and 280 mm dia. Creepage total 430 mm and 260 mm protected. 6 No. for S/C, 12 No for D/C tension strings per tower @ 11 discs per string +10% for double string per tower.

Hardware fittings for conductor

Double Tension Fittings 10%

Tension Clamps S/C

Tag welding of towers

Laying of Pile Foundation for 132KV D-Type Termination Tower required for LILO through underground cabling of GIS Tengpora Srinagar.

Check Survey of the Tower foundation including Pit marking

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: (code no 2.9.1) All kinds of soil

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in Charge. (Initial test (Test Load 2.5 times the safe capacity) Pile Load Testing (test pile)

Conducting vertical load test as per relevant IS/ IRC specifications on specified pile with reaction or Kent ledge loading arrangement of 40 tons or more for working pile, to be applied in stages including all necessary arrangements including equipment for load transfer, instruments in sufficient numbers to record the settlements due to test loading and unloading after test and also including dismantling/carting away of platform after test and all other incidentals complete. ( Pile Load Testing (working piles)

Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified gradeconcrete mix, diameter and length below the pile cap,to carry safe working load not less than specified,excluding the cost of steel reinforcement but includingthe cost of shoe and the length of pile to be embeded inthe pile cap etc. all complete. (Length of pile forpayment Shall be measured from top of shoe to the bottom of pile cap) (750 mm dia piles (M30 Concrete)

Providing and laying of hand packed stone boulder (size 150mm-230mm) before laying of mud mat compacted consolidated rammed filling the voids compacting all complete carriage upto site of work all head loads complete job.

Providing/ laying position cement concrete of specified grade excl. cost of centering and shuttering all work upto plinth level 1:3:6 ( stone agg. 40mm nom. Size)

Stub Setting of the Tower foundation

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work,using cement content as per appeoved design mix,incluyding pumping of concrete to site laying but excluding the cost of centering,shuttering,finishing and reinforcement,including admixtures in recommended proportiond as per IS:9103 to accelerate,retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works up to plinth level.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per appeoved design mix,incluyding pumping of concrete to site laying but excluding the cost of centering,shuttering,finishing and reinforcement,including admixtures in recommended proportiond as per IS:9103 to accelerate,retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately(Code no 5.38) all works up to plinth level

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations,drains etc

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more (codeno. 5.22A.6 )

Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Watch & Ward of the Material/T&P

M/s MIR ELECTRICAL

M/S MALIK MOHMAD FAROOQ