Proposed Construction 18 Mtr. DP Road gutter, Bridge, Retaining Wall and Pipeline etc. toward Chena Village in MBMC Area. (Basic Facilities Special Developmet Fund)

Amount

1) Proposed construction of 18 mtr. Proposed DP road and gutter at chena village in MBMC area. (part -2)

ITEM NO. 1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. SSR NO. 2.11

ITEM NO. 2 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means SSR NO. 21.02

ITEM NO. 3 TRANSPORTING OF EXCAVATED MATERIALS lead 3.00 k.m. SSR in Statment C 1

ITEM NO. 4 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. SSR NO. 21.38

ITEM NO. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) SSR NO. 3.18

ITEM NO. 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) SSR NO. 3.19

ITEM NO. 7 Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. SSR NO. 3.35 a

ITEM NO. 8 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen SSR NO. 3.30

ITEM NO. 9 BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. SSR NO. 3.40

ITEM NO.10 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. VG-30 bulk bitumen SSR NO. 3.31

ITEM NO. 11 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.2% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler. SSR NO. 3.50

ITEM NO. 12 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. SSR NO. 6.12a

ITEM NO. 13 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR NO.24.08

ITEM NO. 14 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 25.11

ITEM NO. 15 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc). SSR NO. 24.10

ITEM NO. 16 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR NO. 25.72

ITEM NO. 17 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. SSR NO. 26.33

ITEM NO. 18 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete SSR NO. 23.04

ITEM NO .19 Providing and fixing Precast R.C.C Cover without angle frame for pathway of size 0.60 m x 0.75 m as per instructed by Engineering - In- charge

ITEM NO. 20 Providing and applying Poly Ironite Ceramic Cementitious (PICC) of self curing, a high abrasion resistant, non-shrink,high strength, low porosity, UV resistant coating mortar on existing GSB of 100 mm thickness , get levelled the surface and cure then applying self curing coating PICC mortar for 50 mm thickness after stamp the surface by special concrete stamping mold as per specified texture and colour etc.complete with all leads and lifts, Material, Machinery, Labour etc. complete as per specification and as directed by engineer-in-charge. SSR 47.10

ITEM NO.21 Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering Incharge. Using Concrete Batching and Mixing Plant SSR 7.05

TEM NO.22 Providing and fixing of Water Dished Channel size : 600 x 300 x 80mm, M-40 grade manufactured in vacuum wet press technology plant with excellent finish and sharp edges inclusive of excavation in any soil except rock, laying of leveling course of M 15 grade RMC 100mm. thick to required slope, (inclusive of form work) jointing in 1:2 cm. prop. flush to concrete surfaces as directed

ITEM NO .23 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. SSR 17.37

ITEM NO.24 Royalty Charges

2) PROPOSED CONSTRUCTION OF CHENNA BRIDGE PART A

ITEM NO 01 Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters . Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies SSR 1.57

ITEM NO 02 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Hilly Terrain New Alignment SSR 1.43

ITEM NO 03 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30% SSR 12.06

For Piers

For Return Wall

For Abutments

For Retaining Wall

ITEM NO 04 Supplying and laying 100% PP Staple fibre Non woven Geobags filled with locally available sand (inital Lead of 50m) having minimum mass of 400 GSM and Tensile strength of 22/24 KN/M in MD/CD and elongation of 60/60 %. The specified Geotextile (Bags) shall have puncture resistance of 4100 N and abrasion resistance of greater than 75% of strength & thickness, to be laid as per drawing in required line, level, slope as per drawing, section in tidal condition as directed by Engineer - in - Charge. (Size of Bag 1.00 x 0.70m with inflated thickness of 10cm at Centre weight of each filled bag shall be in between 130 to 150 kilogram) SSR 49.31

ITEM NO 05 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. SSR 21.38 / 201

ITEM NO 06 Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. SSR 15.13

ITEM NO 07 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C columns and steel stanchion etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 25.15

ITEM NO 08 Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners iii) Height 7.50 to 10 m, 7.50 percent extra. SSR 17.40

ITEM NO 09 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal fo R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 25.35

ITEM NO 10 Providing and laying in situ / ready mix M-25 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/ steel formwork, centering ( excluding dewatering by means of pump and including bailling out water and including CM 1:3 curing complete. iii) Height 7.50 to 10 m, 7.50 percent extra. SSR 17.48

ITEM NO 11 Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) iii) Height 7.50 to 10 m, 7.50 percent extra. SSR14.17

ITEM NO 12 Providing and laying of reinforced cement concrete in M-30 grade approach slab / Rigid Pavement including formwork complete with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) ( excluding reinforcement ) SSR 14.87

ITEM NO 13 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. SSR 26.33 / 245

ITEM NO 14 Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew in less than 20 degree, moderately curved with maximum horizontal movement upto 50 mm to be installed by the manufacture / supplier or their authorized representative ensuring compliance to the manufactures instructions for installation for road and bridge works as per approved drawings and standard specifications etc. complete. SSR 14.66

ITEM NO 15 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. SSR 12.72

ITEM NO 16 Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material) SSR 12.71

ITEM NO 17 Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. SSR 15.05

ITEM NO 18 Providing tar paper bearing including laying in proper position etc. complete. SSR 13.02

ITEM NO 19 Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 SSR 7.37

ITEM NO 20 Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. SSR 14.48

ITEM NO 21 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. SSR 17.37

ITEM NO 22 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. SSR 14.50

ITEM NO 23 Providing and applying required coats of a water based Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks etc to react with cement and to penetrate concrete structure thereby making it resistant to chemicals / chlorides water to make it dust proof and to act as a water resistant at the same time which Strengthens the treated surface and reduce the curing period etc complete. - SSR 31.16

ITEM NO 24 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. SSR 2.13

ITEM NO 25 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) SSR 2.28

ITEM NO 26 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material SSR 3.02

ITEM NO 27 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver SSR 3.23

ITEM NO 28 Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means SSR 3.29

ITEM NO 29 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen bolle on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) SSR 3.30

ITEM NO 30 Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR 3.31

ITEM NO 31 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) SSR 3.44

ITEM NO 32 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)SSR 3.50

ELECTRICAL

ITEM NO.34 Providing & erecting 3 Pole MCCB of 250A,415V capacity with short circuit rating 36 kA (Ics=100% of Icu) adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB CSR 5-5-3

ITEM NO.35 Supplying, erecting & marking SPMCB 0.5A to 5A in provided distribution board as per specification no. SW-SWR/MCB CSR 5-3-1

ITEM NO.36 Supplying and erecting LT current transformer with bar primary 50/5 to 1000/5 ratio with 15 VA burden erected in provided CRCA box duly secured with insulating materials connected to the meter with test certificates. CSR 6-5-2

ITEM NO.37 Supplying and erecting of any size electrolyte aluminium patti or bar in bus bar chamber / in panel or any other purpose, 500 V with require capacity with 99.9% aluminium purity with fixing arrangement (like lug or bottle type lug) to both the end with high grade polyolefin insulation sleeve complete as per specification no. BCPBB CSR -6-2-11

ITEM NO.38 Supplying & erecting triple pole and neutral distribution board (TPNDB) with door surface/ flush mounted suitable for 3 pole MCCB as incomer & outgoing SP MCB (24 poles) or TP MCB of 8 ways (24 poles) , on iron/ GI frame. (vertical busbar type) as per specification no. SW-SWR/MCBDB1 CSR 5-4-26

ITEM NO.39 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB CSR 5-5-1

ITEM NO.40 Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB CSR 5-3-2

ITEM NO.41 Supplying, erecting & marking TPMCB 40A to 63A in provided distribution board as per specification no. SW-SWR/MCB CSR 5-3-15

ITEM NO.42 Supplying, erecting & marking TPN MCB 40A to 63A, C- series in provided distribution board as per specification no. SW-SWR/MCB CSR 5-3-19

ITEM NO.43 Supplying & erecting mains with 2x1.5 sq.mm. FRLSH copper wire, in 16gauge 20 mm dia. Rigid Steel conduit with continuous GI earth wire of 2.5 sq.mm. as per specification No: WG-MA/MC. CSR 1-5-2

ITEM NO.44 Supplying, erecting & terminating XLPE armoured cable 3½ core 35 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL CSR 7-1-16

ITEM NO.45 Supplying, erecting & terminating XLPE armoured cable 3½ core 95 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL CSR 7-1-19

ITEM NO.46 Supplying & erecting Siemens type brass cable glands for 3 to 4 core 16 sq. mm. /3 to 4 core 25 sq. mm. /3 core 35 sq. mm. for XLPE armoured cable as per specification no. CB-GL CSR 7-7-3

ITEM NO.47 Supplying & erecting Siemens type brass cable glands for 3½ core 95 sq. mm. for XLPE armoured cable as per specification no. CB-GL CSR 7-7-7

ITEM NO.47 Providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results as per specification no. EA-EP CSR 9-1-2

ITEM NO.49 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EAEP CSR 9-1-4

ITEM NO.50 Supplying & laying (including excavation) 15 cm dia RCC Hume pipe with coupling collar of standard thickness at required depth up to 90 cm below road / ground surface, for enclosing provided cable & necessary back filling with light ramming to make the road/ground surface as it was (Except bitumen carpet). CSR 7-6-5

ITEM NO.51 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 160 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. CSR 7-6-14

ITEM NO.52 Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP. CSR 9-2-3

ITEM NO.53 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1: 2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete SSR 42.12

ITEM NO.54 Providing & erecting Hot dipped galvanized perforated type cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 200 mm width & 75 mm height complete with necessary coupler plates & hardware in approved manner. CSR 7-11-7

ITEM NO 55 Supplying and erecting mini feeder pillar triple pole with 200A FPMCCB as incomer and 2 outgoing circuits with HRC fuse base and cartridge of 100A consists of aluminium bus bar 500 V 200 A complete erected in 14 gauge CRCA sheet box with supporting angles, self-locks, gasket and slanting top to be erected on provided foundation as per specification no. SW-SWR/MFP CSR 5-2-14

ITEM NO 56 K-Lite make ID.KP-4257 Bishop Pelican Orna Lighting Pole with single arm bracket, foundation boltsHeight : 4.2 meters ,Finish : Matt Black / Graphite Grey. K-Lite make ID.4897 Pelican Fort Mini fitting with 50W LED and A9 clear diffuser. Wattage : 50W LED WW , Dimension : 425 mm dia. Finish : Matt Black / Graphite Grey. MR

3) PROPOSED CONSTRUCTION OF CHENNA BRIDGE PART B

Item No.01 Excavation in hard murum including boulders upto 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and all lifts as directed. WRD CSR 2018-2019 - Item No. 2, Page No.16

Item No.02 Excavation in hard rock of all toughness by blasting including boulders above 0.6 mdia. (0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour , levelling bed etc.,complete with lead upto1 km and all lifts as directed. WRD CSR 2018-2019 - Item No. 4, Page No.16

Item No.03 Clearing cutting thorny shrubs bushes, grass with 15 m lead and all lifts etc. complete as directed.

Item No. 04 Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant & Transit mixer, including shuttering, scaffolding, placing, compacting, curing etc. complete with an initial lead of 1 Km. & all lifts as directed. (20 M.S.A. )WRD CSR 2018-2019 - Item No. 35/A, Page No.24

Item No. 05 Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Batching Plant and Transit mixer including shuttering and scaffolding, compacting, curing etc. complete with all Leads and Lifts. WRD CSR 2018-2019 - Item No. 38 , Page No.24

Item No.06 : Providing,erecting and laying steel shuttering formwork and making suitable surface for concreting including dismentalling etc. complete as directed. WRD CSR 2018-2019 - Item No. 44/C, Page No. 26

Item No. 07 Cutting, bending, hooking, laying in position and tying M.S. bars in position steel bar reinforcement of various diameters for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chaijas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as required etc. complete. (including cost of binding wire) & excluding GST. WRD CSR 2018-2019 - Item No. 43, Page No. 25

Item No. 08 Fixing of M.S. Needles in weir openings of the monsoon for storage of Water from post monsoon river flow and making it water tight by using wooden pegs, Dungry cloth and empty cement bags etc. with all leads and lifts and including all material and labour etc. complete as directed. ( For 07 Nos.) WRD CSR 2018-2019 - Item No.237, Page No. 61

Item No. 09 Providing and applying anti corrosive Coal Tar Epoxy paint for upstream side in two coats including surface preparation, Sqm 279.90149.63 paint for upstream side in two coats including surface preparation,chipping the welding, cleaning spatters, dust etc. complete. WRD CSR 2018-2019 - Item No.228, Page No. 61

Item No. 10 Providing and fixing RCC Boundary / Guard / Chainage blocks of size 75 x 20 x 20 cm including excavation and fixing in a block of 45 x 45 x 45 cm in M-15 Concrete with oil painting of two coats, lettering etc. complete as directed. (height of stone above GL 40 cm.) WRD CSR 2018-2019 - Item No.62, Page No. 27

Item No. 11 : Providing and laying expansion / construction joint with shalitex super expansion pad (jutefiber) 12 mm thick including sealing the joint with shalitex sealing compound etc. complete as directed. ( For all slab thickness). WRD CSR 2018-2019 - Item No.41, Page No. 25

Item No. 12 Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competant authority with authentic evidence of records justifying dewatering etc complete as directed. WRD CSR 2018-2019 - Item No.20, Page No. 21

Item No. 13 Provision for Coffer Dam

Item No. 14 : Provision for Road Embankment for approch road.

Item No. 15 Providing and fixing anchor bar of 25 mm diameter with resin bond cement capsule anchorage including drilling holes,inserting grout capsule,driving anchor,cost of all materials, machinery, labour, ventilation, lighting, drainage and other ancillary operations with lead upto 1 Km and all lifts etc complete.Total length of anchor bar inside the drilled hole=2.275m (67% of total length of bar) Total length of anchor bar outside the drilled hole=1.10 m (33% of total length of bar). WRD CSR 2018-2019 - Item No. 73/A/C, Page No. 29

4) Proposed Construction of RCC retaining wall to chena river in MBMC Area

ITEM NO. 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means SSR 21.02

ITEM NO.2 TRANSPORTING OF EXCAVATED MATERIALS lead 3.00 k.m. SSR Statement C-1

ITEM NO.3 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. SSR 21.38

ITEM NO. 4 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 24.08

ITEM NO. 5 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 25.11

ITEM NO. 6 Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) SSR 26.17

ITEM NO. 7 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. SSR 26.33

5) Chene Water Supply Scheme

A) INTAKE WELL

Sub Work No 1:-Jack Well - PART- A

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after complection of works and disposing off the material as directed by the Engineer-in-charge.

Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e . Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc . for lift 0 to 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by For Head Works on river or dam submergence for initial lift of 0 to 1.5 M

Lift 0.00 to 1.50

Lift 1.50 to 3.00

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

Lift 3.00 to 4.50

Lift 4.50 to 6.00

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

Lift 6.00 to 7.50

Providing & casting insitu cement concret in proportion M 15 of trap metal for foundation & bedding including bailing out water manually form work compecting & curing. M 15 for PCC

Rate analysis Item No- 4

Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-300

Rate analysis Item No- 1

Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, plywood form work, bully/ steel prop ups, compaction, finishing the formed surfaces with CM 1: 3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 & M-300 only. Use for L & T, A.C.C., Birla Gold, Ambuja, Manikgad, Rajashree, etc. cement is permitted.) R.C.C. M – 300 grade slabs/ Lndings/ Vertical Walls/ Waist Slabs/ Steps for staircase

Lift 0-5.0 m

Lift 5.0-10.0 m

Lift 10.0-15.0 m

Rate analysis Item No- 1-(3)

Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be proviided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S, or Tor reinforcement) For RCC M-250 grade Slabs

Deck Slab over Jack Well

Rate analysis Item No- 2-(4)

Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor Steel

Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at Kalamboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading, including all taxes (Central and Local), etc. complete. (for 8mm to 20 mm dia)

Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Providing structural steel work in rolled stanchions fixed with connecting plates or angles as main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed designs and drawings or as directed by Engineer- In- Charge including cutting, fabricating, hoisting, erecting, fixing in positions, making riveted/ bolted/ welded connections and one coat of anticorrosive paints and over it two coats of oil painting etc. complete.

Dewatering

Sub Work No 2: Pump house

PART- A

Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be proviided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S, or Tor reinforcement) For RCC M-250 grade Slabs

Roof Slab over Pump House and columns

Rate Analysis Item No- 2 (4)

Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor Steel

Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at Kalamboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading, including all taxes (Central and Local), etc. complete.

Providing, erecting and commissioning single girder Electrically operated Rectangular Overhead Travelling Creane with 6m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP54, control panel & down pendant control box.

5 Tonnes Capacity (6 to 8m span)

PART- B

Providing second class burnt brick masonry with conventional I/S type bricks in cement mortar 1:6 in superstructure, including striking joints, racking out joints, watering and scaffolding etc. complete.

Vertical Brick wall

PWD Rate Analysis Item No-2

Providing and fixing rolling shutter fabricated from 20 gauges steel laths with side guides, bottom rails, brackets, door suspension shaft, including rolling spring, locking arrangement including 3 ball bearings and housing box at the top with one coat of red lead primer etc. complete

Providing and fixing steel windows of variious sizes as per detailed drawings with welded square bars 12mm at 10cm c/c with hot deep zinc coating without/with ventilator including fabrication, glazing with plain/obscured glass panels of approved type & quality, all fixtures & fastenings without teakwood boxing and architraves and finishing with one coat of primer etc. complete. (Sample to be got approved from Executive Engineer before use)

Providing internal cement plaster 12mm thick in a single coat without neeru finish to concrete or brick surface in all positions including racking out joints, scaffolding and curing etc. complete

Providing sand face plaster externally in two coats using approved screened sand including providing base coat of 15mm tk in CM 1:4 mixing approved water proofing compound @ 1kg/50kg of cement including preparing the surface and scaffolding etc. complete

Providing and applying washable OBD of approved colour, shade and quality to new /old surface in including scaffolding, preparing the surface including primer etc. complete

Two Coats

Providing and applying of water proof cement paint of approved manufacturer & colour to the plastered surface, including scaffolding, preparing the surface including primer etc. complete

Two Coats

B) RAW WATER RISING MAIN

Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto adistance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete

Lift 0.0-1.5m

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto adistance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer- in charge, normal dewatering, pre- paring the bed for foundation and excluding backfilling , etc. complete

Lift 0.0-1.5m

Lift 1.5-3.0m

Excavation for foundation/ pipe trenches by all means excluding blasting in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto adistance of 50M beyond area and lifts as below, stacking as directed by Engineerin-charge, normal dewatering, preparing the bed for foundation and excluding backfill- ing, etc. complete

Lift 1.5-3.0m

Excavation for foundation /pipe trenches in hard rock and concrete road by chiselling, where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete by all means.

Lift 1.5-3.0m

Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compacting etc. complete.

Providing and laying in situ Ready Mix Cement Concrete grade of trap / granite /quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC column and steel stanchions including normal dewatering, formwork, compaction, finishing and curing including transporting from mixing plan tup to distance of 25 km., pouring the concrete at work site for 1.5 Mli ft above G.L. and 5.0 Mli ft below G.L., etc. complete. (Excluding reinforcement and structural steel) RCC M-200 for foundation

Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, hajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) IS 1786, (Bd-F-17/306)

Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging, etc. complete.

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.

Disposal of excavated stuff upto 5 Km lead including all labours, loading and unloading and as directed by Engineer-in-charge.

Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer incharges (IS8329/2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.

200 mm dia

Lowering laying and jointing without SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to

With Rubber Rings

200 mm dia

Hydraulic testing of C.I./D.I .pipeline to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and re instating to original position using water supplied by the contractor.

200 mm dia

Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.

80 to 300 mm dia

Providing and fixing in position and jointing high performance C.I. Air valves for water combination type (Kinetic air valve along with automatic air valves) double ball, double orifice with stain lesssteel ball, tamper proof air vents rolling seal mechanism for air release and antivacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq.cm. pressure. (Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect.

C. I. ARV FLFF PN 16

80 mm dia

Lowering, laying and fixing in proper alignment and position all types of C. I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. com

80 mm dia

Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 Concrete, 150 mm thick around the air valve tee inc

A) Foundation on Murum and Hard Strata

i) Upto 150 mm dia pipe line

ii) 200 to 400 mm dia pipe line

Glandless CIDF Sluice Vlave PN- 1.6

Providing double flange sluice valve confirming for IS 14846 including worn gear arrangements as per test pressure, stain lesssteels pindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

200 MM DIA

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)

200 mm dia

C) PUMPING MACHINERY (Electromechanical Works)

I/1:-V.T.Pump Set Providing, installing ,comm. With test & trial of Submersible.Pump set Capable of discharging 8.68 LPS against a total head of 20/32 mtr from all causes including bowl assembly, column assembly discharge head ,Sole plate, frame, Pressure gauge,channel iorn & as per detailed specifications etc comp.(Market Rate as per Rate Analysis)

I/2:-L.T.Panel board (Box type):- Providing, installing ,comm. With test & trial of floor mounting Box type L.T.Panel board including all acessories & as per detailed specifications etc comp.

I/3(a):- Armoured Cable:- Providing, erecting, jointing With test & trial ofAlluminium Armoured cable of type (3.5coreX1X240) sqmm (Double Run) etc.& as per detailed specifications etc comp.(From Transformer to L.T.Panel board)(As per R.A)

I/3(b):-Excavation:- Making the trench in hard murum/Tar road of suitable width & depth for laying provided L.T.Cable of 25 Sqmm & above & covered with half round hume pipe complete. (PWD DSR No.16-1-3,P.No.148 & Note 1&2) (As per R.A)

I/3(C):- Armoured Cable:- Providing, erecting, jointing With test & trial ofAlluminium Armoured cable of type (3 core X240) sqmm etc.& as per detailed specifications etc comp.(From Panel to Starter & Starter to motor)(As per R.A)

I/3(d):- Armoured Cable:- Providing, erecting, jointing With test & trial ofAlluminium Armoured cable of type (1X3 X50) sqmm etc.& as per detailed specifications etc comp.(For Capacitor)(As per R.A)

I/4(a):-Earthing Arrangement:- Providing, installing ,comm. With test & trial Earthing arrangement to the installation , motor,starter etc & as per detailed specifications etc comp.

I/4(b):-G.I.Strips:- Providing erecting G.I.Strip for earthing arrangement & as per detailed specifications etc comp.(As per R.A)

I/5(a): 200mmdia Sluice Valve(Cast steel) (Cl-300) Providing, installing ,comm. With test & trial of 200mm dia cast steel Sluice valve (Cl-300) with wheels etc comp.& as per detailed specifications etc comp.(As per R.A)

I/5(c):- 200mmdia Reflux Valve (Cast steel) (Cl-300) Providing, installing ,comm. With test & trial of 200mm dia cast steel Non return valve (Cl-300) etc comp.& as per detailed specifications etc comp.(As per R.A)

I/5(d):-200mmdia Reflux Valve:- (Cast steel) Providing, installing ,comm. With test & trial of 300mm dia cast steel Non return valve (Cl-300) etc comp.& as per detailed specifications etc comp.(As per R.A)

I/5(e):100mm dia Kinetic Air Valve(Cl-300) :-Providing, installing ,comm. With test & trial of 150mm dia Kinetic Air valve (C.S) etc comp. & as per detailed specifications etc .(As per R.A)

I/6(a):- M.S.Pipes & Specials:- Providing, erecting, jointing With test & trial of required size M.S.Pipes & Specials etc comp.(As per R.A)

I/6(b):- 200mm dia flanged Joints:- Providing, erecting, jointing With test & trial of 150mm dia flanged Joints with required material rubber packing & nut bolts etc comp.& as per detailed specifications etc comp.(As per R.A)

I/6(C):-200mm dia Dismentalling joints:- Providing, erecting, jointing With test & trial of 150mm dia dismentalling Joints with required material etc comp.& as per detailed specifications etc comp.(As per R.A)

I/7:-Internal Electrification:- Providing, installing ,comm. With test & trial of Internal Electrification arrangement in jackwell pumping station including 9 point, two plug, flouroscent tube-4, street light-4 , wall fan-2, Power point -2 with boards & switches etc. & as per detailed specifications etc comp.(As per R.A)

I/8:- Lifting equipement :- (Hand Operated) Providing, installing ,comm. With test & trial of Gantry arrangement suitable for 5 Ton capacity including C.P.Block , Travelling trolley, Square bar, gantry girder etc & as per detailed specifications etc comp.(As per R.A)

I/09:-Tools:- Providing set of tools as per detailed specification & rate analysis & as per detailed specifications etc comp.(As per R.A)

I/10:-C.C.foundation:- Providing, installing ,comm. With test & trial of C.C.foundation block etc comp.(As per R.A)

I/11(A):Full Bore Electromagnetic flow meter: Providing,erecting,commissioning & testing 300mm Electromagnetic flow meter as per ISO-4064 for Raw /pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100mm -1000mm including sensor, transmitter, surge arrestor,cable GI duct of suitable size for 25mtrs built in GSM(with simcard and its charges valid for 36 months) including the pipe cutting levelling and installation of flow meter in the pipe lines with necessary tool tackles,cranes including 36 months guarantee etc comp. (As per R.A)

I/11:-(B) Providing,erecting,commissioning & testing 300mm dia. Mechanical joints etc comp.(As per R.A)

I/11:-(C)Making Gas cutting to the 406mm dia M.S. Pipes to both sides for installation of Flow meter etc comp. (As per RA)

I/11:-(E) BB Masonary Chamber for flow meter: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

I/12:-Test & Trial:- Testing, oprating & trial of pumping machinery & all allied equipment as per direction of engineer in charge etc comp.

I/13:-External Electrification to the approach road to well & Head works Area :- Providing, installing ,comm. With test & trial of External Electrification arrangement Treatment plant area,Sumpwell & Section office including Tubular pole=5 Nos , CC foundation= 5 , FRP box=5Nos , LEDstreet light 24-36W=5Nos ,Arm.cable copper 4CX10Sqmm=300 mtr, Arm.cable copper 3CX2.5 Sqmm=50mtr, Anchor type DP=5Nos, Earthing arrangement =05 Nos , street light bracket =5Nos, Quartz electronic time switch= 1No. , 4 pole 40A Power switch=1No, gate light fitting=2 Nos & Flood light fitting of 30-40W= 2Nos etc. & as per detailed specifications etc comp.(As per R.A)

I/14:-Providing,installing and commissioning of SCADA Automation for operational control/Data Communication System as per RA

D) APPROACH BRIDGE

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Providing dry / trap / granite / quartzite / gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc.

Providing and laying Cast insitu / Ready Mix cement concrete in M15 of trap / granite / quartzite / gneiss metal for steps including steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finish in gun even and honey combed surf ace and curing etc. complete. The Cement Mortar 1:3 plaster is consider ed for rendering uneven and honey combed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tar pau lin etc. (Wooden centering will not be allowed.), with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Providing and laying Cast insitu / Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. column sand steel stanchions etc. including bailing out water, Steel centering, formwork, cover blocks, laying / pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fullyautomatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Providing and laying insitu / ready mix control led grade of M25 of trap / granite / quartzite / gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer / concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc), excluding reinforcement)

Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing sand faced plaster externally incement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proof ing compound at 1kg percement bag curing the same for not less than 2 day sand keeping the surface of the base coat rough to receive the sand face d treatment 6 to 8 mm thickince ment mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

Providing and applying two coats of exterior weather shield paint of approved manufacture and ofa pproved colour to the plastere d surfaces including cleaning, preparing the plaster surface, applying prime rcoat, scaffolding if necessary, and watering the surface for two days etc complete. NOTE:For Item No.15to18priorapprovalofSuperintending Engineer will be necessary

same as plaster

Providing structural steel work in trusses, other similar trussed purlin sand member swith all bracing, gusset plates etc. as per detailed design sand drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted / bolted / welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete.

Providing and applying two coats of lead / zinc base oil paint / bituminious paint of approved colour to new structural steel work and iron work in buildings ncluding scaffolding if necessary, cleaning and preparing the surface etc. complete. (excluding primer coat).

Providing and fixing 45cm wide mild steel ladder of 40mm x 6mm mild steel flat stringer sand steps of 18mm dia. Mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm and painting the ladder complete. (AntiCorossive Paint)

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bund setc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle por- tion with B. C. soil (in gunny bags if requried). Providing imper- vious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfac- tion of Engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.

E) PUMPING MAIN (Rising Main Network)

Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto adistance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete

Lift 0.0-1.5m

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto adistance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer- in charge, normal dewatering, pre- paring the bed for foundation and excluding backfilling , etc. complete

Lift 0.0-1.5m

Lift 1.5-3.0m

Excavation for foundation/ pipe trenches by all means excluding blasting in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto adistance of 50M beyond area and lifts as below, stacking as directed by Engineerin-charge, normal dewatering, preparing the bed for foundation and excluding backfill- ing, etc. complete

Lift 1.5-3.0m

Excavation for foundation /pipe trenches in hard rock and concrete road by chiselling, where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete by all means.

Lift 1.5-3.0m

Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compacting etc. complete.

Providing and laying in situ Ready Mix Cement Concrete grade of trap / granite /quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC column and steel stanchions including normal dewatering, formwork, compaction, finishing and curing including transporting from mixing plan tup to distance of 25 km., pouring the concrete at work site for 1.5 Mli ft above G.L. and 5.0 Mli ft below G.L., etc. complete. (Excluding reinforcement and structural steel) RCC M-200 for foundation

Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, hajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) IS 1786, (Bd-F-17/306)

Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging, etc. complete.

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.

Disposal of excavated stuff upto 5 Km lead including all labours, loading and unloading and as directed by Engineer-in-charge.

Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer incharges (IS8329/2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.

200 mm dia

Lowering laying and jointing without SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to

With Rubber Rings

200 mm dia

Hydraulic testing of C.I./D.I .pipeline to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and re instating to original position using water supplied by the contractor.

200 mm dia

Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.

80 to 300 mm dia

Providing and fixing in position and jointing high performance C.I. Air valves for water combination type (Kinetic air valve along with automatic air valves) double ball, double orifice with stain lesssteel ball, tamper proof air vents rolling seal mechanism for air release and antivacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq.cm. pressure. (Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect.

80 mm dia

Lowering, laying and fixing in proper alignment and position all types of C. I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. com

80 mm dia

Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 Concrete, 150 mm thick around the air valve tee inc

A) Foundation on Murum and Hard Strata

i) Upto 150 mm dia pipe line

ii) 200 to 400 mm dia pipe line

Glandless CIDF Sluice Vlave PN- 1.6

Providing double flange sluice valve confirming for IS 14846 including worn gear arrangements as per test pressure, stain lesssteels pindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

200 mm dia

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)

200 mm dia

F) PACKAGE TREATEMENT PLANT (PTP-0.8MLD)

Designing (aesthetically), providing, fabricating, Package Water Treatment Plant At the shop transporting to site installing testing and Unit 3 Treatment Plant. At the shop, transporting to site, installing,testing and commissioning at the site, giving necessary one month’s free test and trial run with guarantee for one year, etc. complete.Prefabricated Package Water Treatment Plant comprising following

1. Rapid mixing channel in M.S. sheets and M. S. baffle.

2. Flocculator not less than 10 minutes detention, in M.S.prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation.

3. Plate or tube settlers of not less than 30 minutes mounted in the settler basin with inclination of not lessdetention, in M.S. prefabricated box, plates / tubes than 60 degree to horizontal.

4. Rapid sand gravity filter in M. S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction.

5. Backwashing, inlet facilities inlet and outlet facilities shall be provided.

5.1 Air Blowers Capacity of delivering 600 LMP per sq.mtr. of free air of filter area 0.4 Kg./Cm2 at under drain ( 100 % stand by for capacity above one MLD)

5.2 Wash water tank of capacity equal to 2 % of designed quantity of filtered in a day (+) 10 %

5.3 Wash water pumps with 100% standbye ( Minimum 3 HP with all accessories)

5.4 Back wash with water -not less than 0.6 m3 / m2 of filter bed area in filter box.

5.5 Piping from outlet to sump.

6. Laboratory equipments viz chlorine testing kit digital turbidity meter pH meter.

7. External & internal Electrification.

8. TCL solution tank with mixing, carring & dosing arrangement with piping.

9. Gravity feed gas chlorinator with 100 % standbye.

10. Four Alum storage unit.

11. Drainage arrangement.

Cost of 0.8 MLD

Add 5% for peak factor

Add 10% for MMRDA

cost of PTP

MSCB Provision sum

Total cost of PTP

G) SUMP WELL

Designing (aesthetically), and constructing RCC ground service reservoirs /RCC sumps in M-300mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab /or dome, 20 mm thick cement plaster with waterproofing compound in CM 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff with in lead of 50M, all labour and material charges, for laying and jointing of pipe assembly for inlet ,outlet wash out, overflow and bye-pass arrangement consisting of C.I ./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing access o-ries such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, watertop slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tight ness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure SECTION - K : R.C.C. G.S.R. AND SUMPS including roof surface etc. com- plete as per design data, criteria, obligatory requirements and detailed specifications. Antitermite treatment shall be given for underground portion of the structure.

1. The designing shall be in accordance with various relevant I.S. specification (I.S.456/2000 (Latest edition),I.S.875-1987, I.S.3370-1965 or revised.)

2. Only M.S.bars grade I confirming to I.S.432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S.1139 shall be used grade II M.S. bars shall not be used.

3) The entire structure shall be constructed in M300 only

4. The scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valve sand specials is not included in the rate but labour cost for laying and jointing is included.

5. The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.

6. The job includes designing the structure for up lift pressure and dewatering if required using entire execution and disposal of surplus excavated stuff with in lead of 50metres as directed by Engineer-in-charge.If uplifts considered in design then these rate shall be increased by 7.5%.

7. G.S.R.outlets shall be with bell mouth of approved partern in bottom slab and cost of designing bellmouth is included in the rate. Sump well includes cost of suction pit required at bottom.

8. For pipe diameters upto 300mmonly CI pipe sand CI specials shall be used. For pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.

9. Cost of pump house is not included in these rates.

10. Above rates are applicable for seismic zones-2,3 and 4.

11. 75 % part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s .and sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

12. 10 % shall be added for sump if over head pump house is proposed

Note : Condition from Sr.No.1 to 11 shall for map art and parcel of tender and must be included in the Draft tender papers for work of R.C.C. GSRs and sump.

13) Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.

14 ) This rate includes following

a) The pile foundation depth up to 20m

b) Staging height up to 22m

c) Fusuion Bounded Epoxy coating to steel bar reinforecement

chene Sump

Sump 0.2 ML Capacity

Manufacturing, providing and supplying spirally welded /ERW/SAW/ fabricated M.S.pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling insuit able lengths to form pipes, welding on automatic welding machine and forming ‘ V’edge on both end s of pipes including railway freight, insurance, unloading from railway wagon, loading in to truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS -3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

M/S Pipe

200 mm dia Wash out pipe

Providing and applying ofelastomeric (450% elongation),thermoplastic, fire retardant,coating skin tensile strength18 to21kg/cm2, antifungal, antibacterial, anti corrosive, graftco-polymer coating on external pipelines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metalsurface, 50Micron DFT inner coat and 50 Micron DFT of top coat.

Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)

150 mm dia

200 mm dia

Providing and supplying ISI standard MS specials of required thickness with 3coats of approved make epoxy paint (Shalimar, Cibaor Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges,transportation to stores /site,and stacking, etc. complete.

Only flanges with machin in gand drilling holes, etc. complete more than 40 mm thick

Plain ended specials or plain ended branch flanged specials of all diameters

H) ROAD RESTATING

Reinstating the Road surface with excavation 30 cm, soling murum blindage, 40 mm size metal, 25 mm thick premixed bitumen Carpet, with Hot mixed Seal coat, including compacting at all stages etc complete.

rising main option-04 RM-01

rising main option-04 RM -03

ITEM NO.24 Testing Charges for materials

ITEM NO.25 Royalty Charges

A.P.I. CIVILCON PRIVATE LIMITED

N A CONSTRUCTION PVT. LTD.