LIS FROM RIVER LONGAI KALACHERRA SHINGLACHERRA AND KAMUMAICHERRA 9 PTS UNDER PMKSY HKKP-SMI FOR THE YEAR 2022 23 UNDER RATABARI PATHARKANDI DIV I PATHARKANDI Package No 1

Amount

MECHANICAL WORKS:-

Submerged Centrifugal pump set of reputed brand and should conform to I.S Specification of 20 HP with 60 LPS minimum discharge at 10.00 Mtr head (approx), working efficiency at head range 6.00 to 15.00 Mtr for both horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon, having Class-F or appropriate class insulation conforming to relevant IS to be connected to power source 400/440 V, 50 Hz, 3 ph complete with 415 V, 50 Hz, 3 ph automatic Star Delta / Oil immersed type starter / ATS with protection as per IP 68 against under voltage, overload etc in sheet enclosure, coupling, H.D. base frame, fitted in accurate alignment along with load chain for anchoring in complete. 1. MOTOR : 1. Make: AQUA Machineries 2. Type / Model: Submersed/ ARS 3. HP: 20 HP 4. RPM: 1000 5. Supply Voltage / Phase / Cycle: 415 V ± 10% 3 PH/ 50 Hz 6. Class of Motor Insulation: F 2. PUMP :- 1. Make: AQUA Machineries 2. Type: Submersed 3. Model: ARS 4. Size (Suction X Delivery): 150 mm 5. Head Range: 6 – 15 M 6. Pump Input: 7. Efficiency at duty Point: 80% 8. Mechanical seal should preferably be Bi-directional ( Silicon Carbide pump side/ Carbon Alloy steel motor side) 3. STARTER SUITABLE TO RUN ABOVE PUMP SETS: 1. Make: PRABHU/ Equivalent 2. Model: 3. Type: Star Delta 4. Relay Range: 0 – 30 A

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 90°

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.30 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.60 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.90 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 1.2 Mtr. Long

Heavy Duty CI Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should be strictly conform to IS : 10805-1986 and having marked with manufacture name and trade mark of 150 mm dia.

CIDF Sluice Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

CIDF Reflex Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 125mm dia x 90º

Fabricated MSDF Tapper with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D, 150mm dia x 125mm dia x 0.3 Mtr Long

Supply , Fitting & Fixing of delivery pipes of 150mm dia GI/ Fabricated GI Pipes (HD of reputed brand with ISI marked) with flange at both end/ wherever required with pipe jointing ssts including painting complete as per drawing / Specification including temporary pipe support as required and as directed.

Flexible Rubber Hose Pipe with MS built in type flange 125mm nominal dia x 7.5 Mtr in Length

High Density Polyethelene (HDPE) water delivery pipes with pressure nominal 6 to 10 bar (PN6 to PN 10) & manufactured with materials grade conforming to PE 80 or PE100 as per IS: 4984 of 1995 with MS flange at both end having drilled as per BSS No. 10, Part-1, Table-D, 160mm OD x 6 Mtrs. long

Installation of 20 HP submerged centrifugal pump set horizontally bottom rested in water body or horizontally suspended in water body from floating barrage or pontoon platform including fitting fixing of all necessary assoseries and transportation of all necessary materials from sub-Divisional HQ to the site. Size 150 mm (Suction) x 150 mm (Delivery) of 60 LPS mimimum discharge at 10.00 M head coupled with 3Ph, 415 V, 50 Hz, 1000 RPM - submerged /ARS motor of complete pumpset. The job includes necessary connection of starter, motor etc. and installation of pumpset in proper position with accurate alignment including testing and commissioning at site at full load condition with all works complete as directed .

Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.

Providing, fitting , fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.

Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, erection, connection of Earth Station with G.I pipe of 40mm dia. x 2Mt long with reducing sockets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G.I wire through perforated G.I pipe with 12mm dia. holes all over the body of G.I pipe of standard spacing pointed at bottom end. For earth continuity conductor required of salt, charcoal to be used in the earth station.

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16 sqmm x 3 Core

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 6 sqmm x 2 Core

Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficienctly at head range (7.62-13.71) Mtrs coupled with 20 HP induction motor. Pump, Motor, Starter should be of reputed brand and as per IS specification. Also includes best quality MS frame and coupling of required size and shape.

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 90°

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.30 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.60 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 0.90 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 150 mm dia x 1.2 Mtr. Long

Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:- 125mm dia x 90º

Supply , Fitting & Fixing of delivery pipes of 150mm dia GI/ Fabricated GI Pipes (HD of reputed brand with ISI marked) with flange at both end/ wherever required with pipe jointing ssts including painting complete as per drawing / Specification including temporary pipe support as required and as directed.

Installation of 20 HP submerged centrifugal pump set horizontally bottom rested in water body or horizontally suspended in water body from floating barrage or pontoon platform including fitting fixing of all necessary assoseries and transportation of all necessary materials from sub-Divisional HQ to the site. Size 150 mm (Suction) x 150 mm (Delivery) of 60 LPS mimimum discharge at 10.00 M head coupled with 3Ph, 415 V, 50 Hz, 1000 RPM - submerged /ARS motor of complete pumpset. The job includes necessary connection of starter, motor etc. and installation of pumpset in proper position with accurate alignment including testing and commissioning at site at full load condition with all works complete as directed .

Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.

Providing, fitting , fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.

Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, erection, connection of Earth Station with G.I pipe of 40mm dia. x 2Mt long with reducing sockets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G.I wire through perforated G.I pipe with 12mm dia. holes all over the body of G.I pipe of standard spacing pointed at bottom end. For earth continuity conductor required of salt, charcoal to be used in the earth station.

Supply, fitting-fixing of delivery pipes of 150 mm dia GI/ fabricated GI pipes (HD of repute brand with ISI marked) with flange at both end/ wherever required with pipe jointing sets, including painting in complete as per drawing / specification including temporary pipe support as required and as directed.

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16 sqmm x 3 Core

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 6 sqmm x 2 Core

Electrical Works:-

ALIGNMENT OF HT LINE Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed (A) For first 500 M @ Rs. 5130.00 for 500M

(B) For every subsequent 100 M beyond 500 M Length (Length Of HT Line = 550M)

Jungle cutting including cutting of branches of trees and reclining Bamboos along alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line

SUPPLYING AND ERECTION OF PSC POLE Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension, and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming. (B) POLE LENGTH 8.5 Metres. (III) Erected in 1:3:6 CC Foundation upto 30cm above GL. (a) for 6 or more poles

G I CHANNEL CROSS ARM Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed D) Of Size 100mm × 50mm × 6mm × 2200 mm

GI ANGLE CROSS ARM Rate per Each Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed C of Size 50mm × 50mm × 6mm, 2200 mm long

CROSS BRACING B Supplying and erection of Cross Bracing Sets for 11 kV Line on DP (Double Pole) Structure comprising of 2(two) Nos. of G I Angle of size 50 mm × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with G I Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed

11 KV HT STAY SET (A) In Hard Soil with Boulder Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed

11 kV PIN INSULATOR (B) POLYMERIC Rate per Each Supplying and Erection of 11 kV Polymeric Pin Insulator 5 kN on T Cross Arm/ Channel along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed

HARDWARE FITTINGS Supplying and Erection of Hardware Fittings (3u bolt) on existing MS / GI Channel Cross Arm with GI Nuts and Bolts for mounting 11 kV Disc Insulator 45 kN as directed

DISC INSULATOR (B) POLYMERIC Rate per Each Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

Conductors Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed (D) AAA Raccoon Conductor - 7/3.81 mm

GUARDING AT ROAD CROSSING/ LINE CROSSING (B) Supplying and Erection of 8 SWG GI Guarding Wire on existing MS Angle Cross Arm with 5 Nos. of Longitudinal String and Cross Lacing 1.5 m atintervals of 50 cm including tensioning with proper sag as directed

ANTI CLIMBING ARRANGEMENT Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

LIGHTNING ARRESTOR Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. (D) 9 kV, 10 kA with Polymer body

11 kV GANG OPERATED SWITCH Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. B 400 Amps

11 kV Drop Out(DO) Fuse Unit Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed .B 400 Amps

SUPPLY & ERECTION OF EARTH PIPE B Supply & Erection of C.I. Earth Pipe 100 mm dia x 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe as directed

G I EARTH WIRE Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed (A) with 6 SWG G I Wire

HT METERING UNIT Erection & Commissioning of H T metering unit comprising of 11 kV/110V, 3-Ph CT/PT etc., Meter Cabinet, Electronic HT Energy Meter, making connection through Control Copper Cable to be laid through 20 mm dia G.I. Pipe complete including making necessary payment for Meter Security, cost of CT/PT Set etc. to APDCL as required and as directed

COPPER EARTH WIRE :-Supply, Erection of 6 SWG Copper Earth Wire and making Earth connection of different Substation Items by connecting the existing Earth Pipes with necessary Lugs

LT FEEDER PANEL (C) Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 100 kVA DTR of size (800mm × 1200mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 200 A 415 V FP MCCB, (50kA) making necessary connection through copper cable complete as directed.

LT FEEDER PANEL (B) Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 63 kVA DTR of size (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 125 A 415 V FP MCCB, (35kA) making necessary connection through copper cable complete as directed.

TESTING & COMMISSIONING OF HT LINE Testing and commissioning of the 11kV line including making payment for necessary Inspection Fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed upto 1 kM

SECURITY FENCING AROUND SUBSTATION Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.

ERECTION OF TRANSFORMER Supply incld Erection of 5 Star ON-AN (Oil Natural, air Natural) Cooled Al/CU-wound Distribution Transformer conforming to IS specifications 2026 ( latest amendments) all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, & making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity : 63 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound (A) Cost including Supply of Transformer

Supply incld Erection of 5 Star ON-AN (Oil Natural, air Natural) Cooled Al/CU-wound Distribution Transformer conforming to IS specifications 2026 ( latest amendments) all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, & making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) 8.1.3 Capacity : 100 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound (A) Cost including Supply of Transformer

TESTING & COMMISSIONING OF TRANSFORMER Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity Capacity : 63/100 kVA, 11 kV/0.433 kV

DOCUMENTATION Liaisoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.

SUPPLY AND LAYING OF UNDER GROUND WITHOUT BRICK PROTECTION ( 3.5 Core Cable ) C.(i)Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 95 mmx2× 3.5 Core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of trench of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5 cm + 7.5 cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

A. (i) Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of tren ch of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5cm + 7.5cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

IRON ANGLE STAND FOR CAPACITOR BANK Supplying fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm high and cross pieces having Bakelite Sheet Horizontal Platform as directed F. Size of the Frame : (1800 mm × 300 mm) × 400 mm

Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 φ (Single Unit) of following KVAR Rating and making connection with Busbar in the existing Panel. The Capacitor is to be placed in existing Platform. D. 20 kVAR

Sl No 21 Electricaly Tested Rubber Hand Gloves as per IS Specification No.47701968/1991 up 11 kv

Sl No 51 Black/Red Electrical registance rubber sheet one side chequrred & other side with cloth finished tasted upto 15KVAR as per ISS of ISI approve 1.81 mtr (L)X0.9mtr (B)X10mm(T)(persident or eqivelent make)

SL No 52 Danger Plate suitable for 11 KV Line confirming to IS:2552/1963 of size 250mm x 200mm

Laoad security Paid to APDCL

Improvement of approach Road:-

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removingtrees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area,breaking clods not more than 10 mm cube, ramming,watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

Compaction of Earthwork by hand roller in canal embankment bed,Approach Road etc complete as directed

Construction of C.C Lined Main Canal System:-

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:4 (1 cement : 4 coarse sand) designation 7.5 concrete

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

12 mm cement plastering including clearing surface and curing, complete as directed.

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed.

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

12 mm cement plastering including clearing surface and curing, complete as directed.

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

Construction of Brick Lined Branch Canal System:-

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

Construction of Stilling Tank:-

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:4 (1 cement : 4 coarse sand) designation 7.5 concrete

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CCand RCC works, complete as directed. (Measurement to be taken on the face area timbered)

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary completeas directed. (Shuttering, scaffolding cost will be paid separately).

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:3

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Construction of canal outlets:-

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13mm to 38 mm including curing with necessary timbershuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately).

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately).

Construction of Cattle cart crossing:-

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessarycomplete as directed. (Shuttering, scaffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mmwith proper reinforcement as per design includingcuring etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Concrete, (A) Shuttering (Slab).

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil)

Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removingtrees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat ofembankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, leadupto 30 M and lift upto 1.5 M, complete as directed.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Concrete, (A) Shuttering (Slab).

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Concrete, (A) Shuttering (Slab).

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil)

Construction of Bank Protection Works at Pump Location:-

Earthwork in cutting in river bank etc. to the design section and grade and removing the spoils to a safe distance including cutting, uprooting and removing trees upto 15 cm dia, uprooting and removing roots and stumps etc, including excavating the earth boulder sausages of 1.00 M dia, 50 cm under river bed shape, size and grade etc. with all lead and lift, complete as directed.

Centering and shuttering including propping, nailing,bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc,complete as directed. (Measurement to be taken on the face area timbered).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Plain C.C. work in 40% plum hard river boulder of 15cm to 23cm size and filled interestics with 60% cement concrete in proportion 1:3:6 with 13 mm to 38mm size river shingles including curing, shuttering etc. complete as directed (shuttering to be paid separately) (B) WITH HARD RIVER BOULDER

Item No.2 / 9.2.(II) : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii) With 38 mm thick wood plank

Item No.3 / 10.3.A.(III) : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Item No.4 /11.1.B.(II) : Plain CC work in 40% plum hard river boulder of 15 cm to 23 cm size and filled interstices with 60% cement concrete in proportion 1:3:6 with 13 mm to 38 mm size river shingles including curing, dewatering , shuttering etc, complete as directed. (Shuttering cost will be paid separately).

Construction of Sump well by Boulder Sausage wall:-

Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed.

Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Item No. 12 : Supplying and laying of filter materials consisting of sand and river shingles free from dust dirt and other foreign materials and laying in three layers in position as per drawing and specification as directed by the department. (iI) With dewatering

Item No.2 / 21.2 D : Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. (ii) With river boulder

Item No.3 / 10.3.A.(III) : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Construction of HP Road crossing Culvert:-

Earth Work in Excavation in Irrigation Canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both banks as necessary including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stamps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube, ramming, dressing and roughening, the seat of the embankment with a leead upto 30m and lift upto 1.50m complete as directed.

C.C. works in prop 1:4:8 in foundation with stone aggregate size 13mm to 38mm including bailing out water curing, shuttering etc. Complete as

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Centering and shuttering including propping, nailing,bolting with earth oiling inside face etc and removal offorms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on theface area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii) With 38 mm thick wood plank

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supply of Hume pipe of dia.900 mm dia NP3 of 2.50m length

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. iii) For 90 cm to 120 cm dia

Construction of Panel Room with Pump Operator Rest Room & WUA Office:-

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width 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. Footing F

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns & Tie beam. Beam

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns & Tie beam. Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns & Tie beam. Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns & Tie beam. Suspended floors, roofs, landings, balconies and access platform

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :4 coarse sand)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gm/m²

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m²

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece

12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.83.2 Two coats

Item No.2 : Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:

Item No .3 :: 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)

Item No.5 : Centering and shuttering including strutting, propping etc. and removal of form for footing 3.1.1.1 :- Foundation, footing, bases of columns, pile cap, raft & mass conc. Works (ii) Using 25mm thick plank

3.1.1.4 Sides and soffit of beams hunching, cantilever girders, bressumers, lintels and horizontal ties. (ii) using 25 mm thick planks (a) For depth not exceeding 1.0M

Item No.6 : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

Item No.7 : Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Item No. 8 : Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) (a) in prop. 1:4

Item No.10 : 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Item No.11 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2 Sal wood

Item No.12 : Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 9.6.2 :- 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade 1, Type - II marke

Item No.14/9.3.2: Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.

Item No.15 /12.1.3 :Providing corrugated G.S Sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers orwit G.I. Limpet etc of approved paint on over lapping of sheets complete (Upto any pitch in horizontal / Vertical or curved surfaces) 12.1.3 : 0.63mm thick with zinc coating not less than 275 gm/ Sqm.

Item No.16 /12.4.2 :Providing ridges or hips of width 60cm overall widt plain G.S sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I limpet and bitumen washers complete. 12.4.2: 0.63mm thick with zinc not less than 275 gm/m2.

Item No.17 / 9.48 : Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.

Construction of H.P Canal Acquiduct:-

Earth Work in Excavation in Irrigation Canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both banks as necessary including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stamps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube, ramming, dressing and roughening, the seat of the embankment with a leead upto 30m and lift upto 1.50m complete as directed.

CC work in proportion 1:4:8 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed.(ii) in proportion 1:3

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (A) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 38 MM

Supply of Hume pipe of dia.600 mmdia NP3 of 2.50m length

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. (ii) For 60 cm to 90 cm dia

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Construction of Spillway with other appurtenant Works and necessary protection work:-

Item No. 1 : Earth work in excavation in diversion/ Feeder channel to the designed section and grade by depositing the spoils in the form of embankment on either side in layers not exceeding 15 cm thick including clearing light jungles, Removing trees up to 15 cm dia and uprooting roots and stumps etc. from the seat of embankment and canal and free from all vegetation including breaking clods to not more than 10 mm cube, ramming, dressing, bailing out stagnant rain water where necessary complete as directed.

Item No. 2 : Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 km including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift complete as directed (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Item No. 3 : Construction of whole Bamboo single pallasiding with matured bholuka bamboo post 7.5 cm to 10 cm dia 5 cm apart 1.5 m to 1.8 m above ground and 1.00 m to 1.2 m below ground with jati bamboo struts placed 1.2 m to 1.5 m apart tied with Galvanised wire with 16 G to 18 G complete with 3 rows of horizontal half jati bamboo kamies complete as directed.

Item No. 4 : Supply and laying of cement bags filled with sand/ earth (as locally available) including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc.all complete.

Item No. 5 : Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sady clay from the river bed, etc, including clearing the side, dressing,etc.,and removing the earth by loading to dumpers for farther carrige to asafe distance, complete as directed . (0.30 CuM Bucket)

Item No. 6 : CC work in proportion 1:4:8 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing and dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 7 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 8 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 9 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.

Item No. 10 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(A) (Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank

Item No. 11 : Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.(Quarry distance = 30.00 Km)

Item No. 12 : Supplying and laying of filter materials consisting of sand and river shingles free from dust dirt and other foreign materials and laying in three layers in position as per drawing and specification as directed by the department.

Item No. 13 : Collection of hard broken stone of size 6 mm to 20 mm from river boulder free from dust and dirt and foreign materials including stacking at quarry site, complete as directed. (in the gap of C.C. block protection)

Item No. 14 : Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M complete as directed.

Item No. 15 : Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed.

Item No. 16 : Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M complete as directed.

Item No. 17 : Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Item No. 18 : Supplying and mixing rapidite in concrete works below ground water level where necessary etc. complete as directed.

Item No. 19 : Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.

Item No. 20 : Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners, fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of J' type rubber seal, of size 125 mm, J' type rubber seal corner of size 125 mm, with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing.

Item No. 21 : Supply, fabrication, installation and commissioning including painting at site of guide channel assembly with fabricated MS channel of size ISMC: 200 (200 mm x 75 mmx 6.1 mm) up to a required length having holes of 19 mm dia at a distance of 20 mm from the outer edge and at an interval of 500 mm vertically for fitting of separator stud including anchoring at pier groove anchoring to footing with MS plate of size 400 mm x 400 mm x6 mm thick, MS separator stud of 19 mm dia threaded at both end x 400 mm L with washer, Gl pipe separator of 25 mm dia, Embedded Chanel of size ISMC 200 in complete for Cross/ Head Regulator gates as per design & drawing & as directed. (Measurement to be done as height of Guide Chanel Assembly as a whole, not for individual channel length.

Item No. 22 : Earthwork for removing the cofferdam including depositing the earth near the canal embankment and slopes where necessary including removing the pitched boulders and stacking at safe distance in measurable stacks including ramming, dressing the earth etc. complete as directed.

Construction of Foot Bridge:-

Item No. 1 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 2 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.

Item No. 3 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).

Sri Minon Mochahari