Construction and widening of Road in Village Panchayat of Dabhel, Kachigam, Varkund, Ghelwad, Antiawad and Somnath.

Items :

Clearing & Grubbing: Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle.

Excavation for Road Work: Earthwork in cuting in all sorts of soil including conveying and spreading the stuff, embankment, including dispossed of unused excavated soil as and where directed with all required lead and lift, all complete as directed by engineer -in - charge.

Embankment & Subgrade : Construction of embankment, subgrade, shoulders with approved materials deposited at site from roadway cutting, excavation from drain and foundation of other structures including graded and compacted to meet requirement of table 300-2 of MoRTH, will all lead and lift all complete as directed by engineer -in - charge.

Embankment & Subgrade : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads (earth arrange by agency own cost), transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. CBR > 8.0, all complete as directed by engineer -in - charge.

GSB Grade II : Granular Sub-Base with Coarse Graded Material (Table:- 400-2) 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. of MoRTH. (All materials, mix design must get approved from Engineer-in-charge prior to commence the work).

Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including profile correction with 250 mm thickness 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 power roller to achieve the desired density as per Clause 406 of MoRTH. (All materials, mix design must get approved from Engineer-in-charge prior to commence the work).

Prime Coat : Providing and applying primer coat with bitumen emulsion on prepared/existing non bituminous surface with SS1 grade bitumen emulsion including clearing of road surface with mechanical broomer and air compressor and spraying primer at the rate of 0.7 to 1.0 kg/sqm using mechanical means (bitumen pressure distributors etc.) as per Clause 502 of MoRTH., all complete as directed by Engineer-in-charge.

Dense Graded Bituminous Macadam : Providing and laying dense graded bituminous macadam Grade-II 50-75 mm thickness including profile correction with Hot mix Plant 100-120 TPH capacity using crushed aggregates of specified grading, premixed with bituminous binder grade VG-40 @ 4.5% by weight of total mix of mix and filler (bituminous binder content 4.5% is minimum also no extra payment for bituminous binder content above 4.5% is payable), material mix transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory, tandem and pneumatic tyre rollers to achieve the desired compaction, including clearing of road surface with mechanical broomer and air compressor, including applying Tack coat of bitumenous emulsion grade RS1 @ 2.5 kg/10 sq.mt., all complete as per MoRTH specification clause No. 505 and technical specifications in NIT etc. complete in all respects. (All materials, mix design and HMP must get approved from Engineer-in-charge prior to commence the work).

Bituminous Concrete : Providing and laying bituminous concrete Grade-II 40 mm thickness with 100-120 TPH batch type Hot mix Plant producing an average output using crushed aggregates of specified grading, premixed with bituminous binder grade VG-40 @ 5.4 % of mix and filler (bituminous binder content 5.4% is minimum also no extra payment for bituminous binder content above 5.4% is payable), material mix transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory, tandem and pneumatic tyre rollers to achieve the desired compaction, including clearing of road surface with mechanical broomer and air compressor, including applying Tack coat of bitumenous emulsion grade RS1 @ 2.5 kg/10 sq.mt., all complete as per MORTH specification clause No. 507 and technical specifications in NIT etc. complete in all respects as directed by engineer -in - charge. (All materials, mix design and HMP must get approved from Engineer-in-charge prior to commence the work).

DLC : Construction of Dry Lean Cement, Concrete Sub-base over a prepared base with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum without fly ash, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a a fully automatic ready mix plant (RMC), transported to site, laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing to lines and level, curing etc. all complete as per drawing & specifications and as per the direction of Engineer-in-charge. (All materials, mix design and RMC plant must got approved from Engineer-in-charge prior to commence the work).

PQC : Construction of pavement quality concrete of M40 grade with ready mix plain cement concrete pavement over existing surface with approve grade of cement @ 400 kg per cum (minimum) with Ordinary Portland Cement, as per IRC 58-2015 and as per approved mix design by the Engineer-in-charge, coarse and fine aggregate conforming to IS 383 (fine aggregate should be white river sand only), maximum size of fine aggregate not exceeding 25 mm, mixed in fully automatic batching and mixing plant (RMC) with chiller facility for water cooling, including adding polyester fiber (12mm) with triangular of equivalent cross section with specific gravity 1.35 to 1.40 (Racron 3S) in concrete at the rate of 250 gms per 50 kg of Cement consumption, admixtures as approved, including laying of 125 micron thick. Separation Membrane of impermeable plastic sheeting over existing surface fixed by nails, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation, texturing concrete surface with texture Brush, including provision of contraction, expansion, construction and longitudinal joints as per requirement/drawing with Groove cutting within 24 hours of casting as per guideline in IRC, including joint filler, sealant primer, joint sealant, groove filled with polysulphide sealant of make Sika or Fosroc, filler board in joint, finishing to lines and level etc., curing compound and water ponding etc. complete as per MoRTH section 602, drawing and as directed by Engineer-in-charge. (All materials including formwork, mix design and RMC plant must get approved from Engineer-in-charge prior to commence the work).

Traffic Sign Retro-Reflectorised Traffic signs : Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a galvanised steel iron post 75 mm x 75 mm x 6 mm Or pipe as approved by Engineer-in-charge) including painting with one coat primer two coats of anticorrosive approved paint, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing), including excavation, foundation concrete, back filling etc. all complete. a) 90 cm equilateral triangle

b) 60 cm circular

c) 90 cm octagon

d) FLAG TYPE (As per IRC:67 2022: Table 12.1), Direction sign, place name, street name in various size of 300 x 450mm to 900 x 900mm etc. as approved and directed by engineer-in-charge.

Road Marking : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.), make : Alcolite, Kataline, or as approved by Engineer-in-charge.

Road Stud : Supply & Fixxing cats eye (stimsonite) made out Acrilo beautile sterrine injuction high compressed molding with reflector made of MMC (prismatic type size 12 cms x 6 cms x 2.5 cms. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. (Engineer Grade), make : 3M, Ladwa or as approved by Engineer-in-charge.

Precast Kerb with Channel : Providing and fixing of precast drain block (kerbs with channel) of size 600mm x 450mm x 100mm/140mm of M40 grade concrete, properly finished surface, including fixing in proper line and level with by providing a martar C:M 1:5 (1cement : 5 fine sand -white river sand) for levelling, Sample must be approved from Engineer-in-charge before mass production, etc. all complete as per drawings and specifications, (Make:- Confidence Concrete, Vyara, P.M. Paver or as approved by Engineer-in-charge).

Dismantling of Existing Drain : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.

Excavation for Drainage : Earthwork in cutting including preparing the slope and camber in all sorts of soil including soft rock. (Depth from 0.00 to 3.0 mt.) and stacking or utilising the cutting stuff in bank as directed with all lead and lift.including disposing unused earth will all lead, lift etc. complete in all respects as directed by engineer -in - charge.

Plain Cement Concrete for Drainage : Providing and Laying Plain cement concrete Grade M15 nominal mix in foundation with crushed stone aggregate, mechanically mixed with Batching Plant/ RMC plant, delivered at site with the use of transit mixture, placed in foundation and compacted by vibration, including formwork, including curing for 14 days etc.complete as per drawing and technical specifications section 1500, 1700 & 2100 etc. complete in all respects as directed by engineer -in - charge. (A) PCC Grade M15 (For drainage, chamber bed, leveling coarse of culverts, retaining & toe wall).

Reinforced Cement Concrete : Providing and casting of Reinforced cement Concrete Grade M25 as per drawing and technical specifications section 1500, 1700 & 2100 including Centaring shuttering, including formwork (make Doka, Peri or as approved by Engineer-in-charge), Vibrating, 14 days Curing and Finishing etc. Completed with Batching Plant/ RMC plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work in, etc. complete in all respects as directed by engineer -in - charge. (A) RCC M25 work in Drain RCC Raft, Wall & Slab.

TMT Steel for Drainage : Providing and Placing in position TMT Bar FE 500D Reinforcement including cutting, Bending, hooking and tying Complete, with all lead & lift, primary steel (TATA, JSW, SAIL, ISPAT, ET TMT) etc. complete in all respects as directed by engineer -in - charge.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 including testing of coating at plant or other laboratory, etc. complete in all respects with labour charges and transporation as directed by engineer -in - charge.

Grating at MCW for Drain : Supplying and fixing of cast iron grating of size 500mm x 150mm x 22.5 @10m c/c in Drain wall, including painting with two coats of Anti-corrosive paint etc,. complete as per Technical Specification Clause 309, etc. complete in all respects with labour charges and transporation as directed by engineer -in - charge.

Precast Removable Cover : Drain cover (Size : L:1.0-1.3m X B: 0.55 m X H: 0.15 m): Providing & Placing of Precast Drain cover having costomized size to fit the drain covers dimension, made of concrete grade M-40, steel formwork to be used for casting, with lifiting hook facility by providing 2 nos. steel bars 12mm dia with 100mm dia holes on top surface of cover by providing pvc pipe and removing it after hardening of concrete as per drawing, with a smooth surface finish, including compactiopn of concrete by vibratory needle, curing etc. complete, including lifting cover and installation on location by preparation of bed on existing drain wall surface by grinding concrete & cutting of extra steel of existing wall reinforcement with bed 10-20mm thick levelling cement mortar 1:3 (1 Cement : 3 Sand), including finishing the surface, including material excluding reinforcement, transportation charges, (payment to be made in cubic meter as per actual dimension) etc. all complete as directed by Engineer-in-charge. Sample must be approved from Engineer-in-charge before starting mass production.

Precast U Shape drain T -25 with Lid : Providing & Placing of U Shape "Factory made" U Shape Drain T-25 - drain with lid having internal size 750 mm x 750 mm, (make- FUJI, TRILOK, 3G or approved by engineer - in - charge), precast RCC High performance Concrete grade M50 or above with lifiting hook facility on side of Drain wall and Lid as per drawing and details. The drain can take a Heavy vehicle load, steam cured, use of CPCC and CRS steel for durability, Fe500D/Fe550D TMT steel as reinforcement as per details and with a smooth surface finish, including installation on existing bed in line-level with sand, including Groove filled with sealants/adhesive etc. including all transportation charges all complete as directed by Engineer-in-charge.

Providing & Placing of U Shape "Factory made" U Shape Drain T-25 - drain with lid having internal size 900 mm x 900 mm, (make- FUJI, TRILOK, 3G or approved by engineer - in - charge), precast RCC High performance Concrete grade M50 or above with lifiting hook facility on side of Drain wall and Lid as per drawing and details. The drain can take a Heavy vehicle load, steam cured, use of CPCC and CRS steel for durability, Fe500D/Fe550D TMT steel as reinforcement as per details and with a smooth surface finish, including installation on existing bed in line-level with sand, including Groove filled with sealants/adhesive etc. including all transportation charges all complete as directed by Engineer-in-charge.

Dismantling of Existing Layer : Dismantling of Flexible Pavements (Dismantling of Flexible Pavements and disposal of dismantled materails up to all lead and lift complete, stacking, serviceable and unserviceable materials seperately) (By Mechanical Means) including all transportation charges all complete as directed by Engineer-in-charge.

Dismantling of Existing Layer : Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to all lead, stacking serviceable and unserviceable materials separately including all transportation charges all complete as directed by Engineer-in-charge.

Utility Duct Crossing NP-4 (300 mm Dia) : Providing, laying and jointing Reinforced cement concrete pipe NP4/Prestrssed Concrete Pipe for culverts including fixing collar with cement mortar 1:2 including watering and laying (to level or slopes) with excavation, protection works, backfilling, etc. complete as per drawing and Technical Specifications Section 2900 and IRC : SP 13. (The thickness of the cradle under the pipe is not less than one-quarter of the internal diameter of the pipe. As per IS-783). (A) R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4, 2 Nos. of 300 mm Dia. at every 200 m

(C) Earthwork in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (Mechanical means depth upto 3 m), (A) For Pipe

(D) Earthwork in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (Mechanical means depth upto 3 m) (B) For Chamber

(F) Providing and casting of Reinforced cement Concrete Grade M25 as per drawing and technical specifications section 1500, 1700 & 2100 including Centaring shuttering, Vibrating, 14 days Curing and Finishing etc. Completed with Batching Plant/ RMC plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work in (A) RCC M25 work in RCC Raft, stream bed & wind wall of Utility crossing.

(G) Providing and casting of Reinforced cement Concrete Grade M30 as per drawing and technical specifications section 1500, 1700 & 2100 including Centaring shuttering, Vibrating, 14 days Curing and Finishing etc. Completed with Batching Plant/RMC plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work in (B) RCC M30 work in RCC Slab, stream bed & wind wall of Utility crossing.

(H) Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) as directed by Engineer-in-charge. (A) Modular

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

RCC NP-4 Pipe (1200mm Dia.) : Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) (The thickness of the cradle under the pipe is not less than one-quarter of the internal diameter of the pipe. As per IS-783) (Bedding of PCC M15 is 300mm & Width of Bedding is 2040mm)

Box culvert & toe wall : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 including disposal of unused earth with all lead and lift. (Box & pipe culvert, retaining and toe wall.)

Back filling behind abutment : Providing Back filling behind abutment, wing wall and return wall with Granular Material and sand complete as per drawing and Technical specification and as per relevant clauses 305 of specifications, etc. complete in all respects with labour charges and transporation as directed by engineer -in - charge.

Filter media of Stone aggregate : 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 complete as per drawing and Technical Specification.

Plain cement concrete for toe wall : Provdiing and laying Plain cement concrete in open foundation with Batching Plant/ RMC plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work, including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. P.C.C. M-20 grade in leveling course, etc. all complete as directed by Engineer-in-charge.

Reinforced cement concrete in sub-structure : Providing and laying Reinforced cement concrete in sub-structure of complete section with Batching Plant/ RMC plant, Transit Mixer and Concrete Pump but excluding the cost of reinforcement for R.C.C work, 14 days Curing and Finishing, including formwork (make Doka, Peri or as approved by Engineer-in-charge) etc. as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in : M30 (In culvert, retaining wall.), etc. all complete as directed by Engineer-in-charge.

Drainage Spouts : Provding G.I. 100mm diameter water spouts including necessary iron gratings as per drawings, including painting with two coats of Anti-corrosive paint etc. all complete as directed by Engineer-in-charge.

Crash Barrier (M-40 Grade) : Providing and laying Reinforced cement concrete Crash Barrier (M-40 Grade) including cost of reinforcement & including formwork (make Doka, Peri or as approved by Engineer-in-charge), complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703, etc. all complete as directed by Engineer-in-charge.

Weep Holes : Providing & laying weep hole in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce and jointing the completed as per detailed specification including fixing geo textile cloth in innear side of wall surface on mouth pipe with fixing necessary screw/nail etc. complete.

Providing panel wall for dry stone pitching in uncoursed rubble masonary with hard stone of approved quality and shape & size in cement mortar 1:5 including curing etc. all complete as directed by Engineer-in-charge.

Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500, etc. all complete as directed by Engineer-in-charge.

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. (B) Cement Concrete blocks Grade M15 {150 mm thk. Flat stone apron embeded in 300 mm thk. Concrete (M15 grade), etc. all complete as directed by Engineer-in-charge.

Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer .

Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. (A) Square Rubble Coursed rubble masonry (0.24mx0.24mx0.39m) etc. all complete as directed by Engineer-in-charge.

Reinforced cement concrete : Providing and laying Reinforced cement concrete in sub-structure of complete section, including form work shuttering, curing etc. as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in M-25 in Encasing for pipe

NP-4 class pipe : Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, in line and level etc. complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998. a) RCC NP-4, 900 mm Dia

NP-4 class pipe : Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, in line and level etc. complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998 b) RCC NP-4, 1200 mm Dia

Dismantling : Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed including disposing unused excavated soil with all lift lead etc. complete. (A) R.C.C. work.

Providing, supplying, Laying & Fixing ISI standard RCC pipes Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row, including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .) including transportation, freight charges, octroi inspection charges, loading, conveyance, stacking etc, complete 450MM DIA

Utility shifting : Excavation for pipe line trenches incl. all safety provisions using site rails and stacking excavated stuff upto all lead, lift. Cleaning the site etc. complete for lifts and strata as specified. Upto 1.50 mt depth in hard murrum, boulders incl. macadam road. In hard murrum, boulders incl. macadam road.

Removing of existing pipeline incl. removal of specials, valves jointing material including arting and stacking of removed material from site of work to the department store as directed excl. excavation and refilling of following diameters. (i) 80 to 150 mm G.I.

(ii) 100 mm D.I "K-7 " Class

(iii) 150 mm D.I "K-7 " Class

(iv) 200 mm D.I "K-7 " Class

(v) 250 mm D.I "K-7 " Class

(vi) 300 mm D.I "K-7 " Class

Refilling the pipeline trenches incl ramming, watering, consolidating disposal of surplus stuff as directed within a radius of 3 km.

Lowering, laying and jointing C.I. S & S spun pipes suitable for Tyton joints/ Mortar lined D.I. pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. complete. (i) 100 mm D.I "K-7 " Class

(ii) 150 mm D.I "K-7 " Class

(iii) 200 mm D.I "K-7 " Class

(iv) 250 mm D.I "K-7 " Class

(v) 300 mm D.I "K-7 " Class

Lowering, laying and jointing G.I pipe with G.I specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing, etc. complete. 80 mm to 150 mm G.I

Making job connection for old pipes in connecting the pipeline with existing main (80 mm to 300 mm) and inserted of special including cost of excavation, cutting of pipes, dewatering testing, refitting etc. complete as per directed by Engineer-in-charge. (excluding cost of special, pipes and fittings)

Making job connection for old pipes in connecting the pipeline with existing main (300 mm to 500 mm) and inserted of special including cost of excavation, cutting of pipes, dewatering testing, refitting etc. complete as per directed by Engineer-in-charge. (excluding cost of special, pipes and fittings)

Providing and supplying ISI mark G.I pipes with couplings of foollowing class and diameter including all taxes, insurance, transportation, freight charges, octroi inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Medium duty. (i) 15 mm dia

(ii) 20 mm dia

(iii)25 mm dia

(iv) 100 mm dia

Providing and Re-connection of existing water supply house connection by using No. of G.I, Union / Bend / Elbow / Nipple / Tee, Plug, Clamp and etc. including excavation threading and cutting of pipeline (except the cost of G.I pipes) with G.I materials and labours upto 15 mm dia to 25 mm dia bore including laying and jointing of G.I pipe from distribution branches.

Providing and supplying D.I. K-7 grade pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. with excise duty. (iii) 300 mm D.I "K-7 " Class

(iv) 250 mm D.I "K-7 " Class

(v) 200 mm D.I "K-7 " Class

(vi) 150 mm D.I "K-7 " Class

(vii) 100 mm D.I "K-7 " Class

Manufacture, supply & delivery of Ductile Iron Flanged socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 class-A series K12 suitable for use with D.I. pipes manufactured as per IS: 8329/1994 delivery of specials is to be made of GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. Flanged ended 80 to 300 mm dia.

Krishna Constellation Private Limited (BID ID -8101)