Water Resources Department Tender

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] 7.1 Concrete. Prestressed / reinforced cement concrete grade M-20 & above (By Mechanical means)

Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth upto 3 metre Pile cap

Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth above 6 metre Pile

Providing and laying Structural Cement concrete (Design mix) for plain / reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification : Section 1000,1500,1700 & 2100 including form work at any level. PCC Grade M15

Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20 mm thick

Add extra for plaster work using Chicken mess

Brick masonary with F.P.S bricks of class designation 75 in foundation and Plinth with Bricks Cement Mortar 1:4 (1 cement 4 coarse sand)

Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor five level in all shapes and size in : Cement Mortar 1:4 (1 cement 4 coarse sand)

Fabrication, Welding, Riveting, bolting by HSFG bolts wherever required, supply, transportation to site, Assembling, Launching, Erecting of steel girder spans as per drawing and specifications approved by Railway/Water resources Dept. and department for composite construction i.e. (Steel + RCC) of superstructure of the Road Over Bridge with contractor's own structural steel rolled section confirming to IS:2062 Grade Fe 490 with all welds, rivets, nuts bolts rivet materials, weld materials, HSFG bolts, service bolts, with other ancillary steel structures fixed to the girder where necessary in proper level and alignment and as per technical specifications etc.. with contractor's own materials, fabrication, machinery , templates, fixtures, equipment tools and plants, transportation to site, skilled/unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads and lifts, descent, loading, unloading, crossing one or more Railway track/ canal if required etc. complete and as per technical specifications. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly. The structural steel to be used shall be manufactured by SAIL/RINL/TISCO/ESSAR/JINDAL only. For Painting prior approval for superior brand/make of the paint should be taken from engineer in charge. The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements required for the purpose of assembly, erection and launching of girders. The rate shall also be inclusive of cold straightening of deformed and bent girders parts before/after their assembly. Metalising girder/girder component such as cross girder, top chord channels, bracing etc. of BG new steel girder as directed by engineer with epoxy paint spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B-1179 code (latest alteration) including one coat wash primer one coat epoxy zinc crome primer and two coat of epoxy paint with approved paint conforming to IS specification for fabrication and erection of steel girder bridge (RS B 1-79) as corrected up to date with contractor's own materials, tools, plants, labour, handling, rehandling if any including all lead, lifts descents, crossing of track/ obstruction etc. complete in all respect and as per direction of the engineer. Note: 1. The fabricartion of girders must be geot done from RDSO approved firms only. 2. For Payment purpose, nominal weight of the girder as per drawing will only be considered.

Supply,Fitting and fixing in position true to line and level, Elastomeric Bearing conforming to IRC:83 (Part-II Section IX) complete including all accessories as per drawing and technical specification as per MoRTH specification Section 2000.

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1500, 1700 & 2100 including form work at any level RCC grade M30 upto 5 mtr height

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1500, 1700 & 2100 including form work at any level RCC grade M30 above 5 mtr & upto 10 mtr hieght

Structural cement concrete (cast in situ/precase/PSC) upto a height of 5m for reinforce concrete(design mix) in super strucuture complete including steel form work, scaffolding etc. as per drawing and technical specification as per MoRTH specification 1500 & 1700, M 30 grade T-beam and slab superstructure

Add extra for respective grade of concrete for height more than 5mtr. For height 5mtr to 10 mtr, 5% per cum

Providing and laying HYSD/ TMT steel reinforcement at any level in superstructure complete as per drawing and technical specification as per MoRTH Specification : Section 1600 guide block, deck slab, bearing pot and approach slab

Reinforced cement concrete wearing coat M30 grade at any level including form work and reinforcement complete as per drawing and technical specification as per MoRTH specification 2702,1500 & 1700 (PWD BSR 2023 Roads Ch. B4 Item 5.1)

Drainage spouts made up of 6 mm corrosion resistant GI sheet trap size 198X198 mm , with Galvanised MS Flats 12X25 mm one way grating, MS flat U clamps for holding with grider, 10mm dia GI bolt and 100mm dia GI pipe 150mm more than the depth of main girder complete as per drawing and technical specification prescribedin MoRTH specification No. 1304 and as approved by the Engineer in charge.

Supplying and fixing tar paper bearing over the pier/ abutment cap as per MoRTH specification including overlap and wastage if any as per the direction of the Engineer in charge.

Porviding and fixing in position Bitumen impregnated fibreboard confirming to IS:1838 in expansion joints including the cost of primer sealing compound. (25 mm Thick).

Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcementString courses, copings, bed plates, anchor blocks, plain window sills etc.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days (M-15 grade), mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Complete as per MoRTH Specification cl. 601 & IRC : SP-49.

Construction of un-reinforced, without dowel bars, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Specifications, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 37.5 mm, to achieve gradation for PQC as per MoRTH and other prevalent specification, mixed in a concrete batching and mixing plants as per approved mix design to achieved 28 days flexural strength of concrete more than 3.8 MPa (M-30 grade), transported to site laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion joints, near approches to bridge / culvert and construction joints applying deboning strips, primer, sealant, , admixtures as approved, curing of concrete slabs for minimum 14-days,using curing compound (if required) or water with spreading and removing of sand or gunny bags as required to keep the surface continuously wet, finishing to lines and grade as per drawing and specification including vacuum dewatering process (if required) with all required equipments complete as per IRC :SP 62 (latest version)

Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305) in ordinary soil. Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper

Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift. But excluding watering and rolling. By mechanical means using motor grader etc.

extra for watering the earth to bring the earth upto required O.M.C excluding rolling.

Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of Maximum dry density (modified heavy protector test)

Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.

Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (for rural road only) .as per MoRTH specification table 401 with all lead. For Grading III material

Providing, laying, spreading and compacting stone aggregate as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all leads from plant to site.

Cleaning the existing WBM/WMM surface including removing of binding material and other foreign matter with wire brushes, small picks, sweeping with brooms and soft brushes, finally dusting with old gunny bags and compressed air to receive bituminous treatment [MoRTH specification : Clause 501 to 503 & 112]

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112 Add extra to above item per 0.10 kg extra in emulsion per sqm

Add extra to above item per 0.10 kg extra in emulsion per sqm

Providing and applying tack coat with bitumen emulsionon (RS-1) on prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 Add extra to above item per 0.10 kg extra in emulsion per sqm (PWD BSR 2023 Roads Ch. R6 item 5.1)

Add extra to above item per 0.10 kg extra in emulsion per sqm

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, 1for base / binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant40-60 TPH, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (As per job mix formula approved by the department) excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112] with all lead . Grading 2 (layer thickness 50-75 mm) using 19 mm maximum nominal size aggregate as per table 500-7 minimum3.40 % Bitumen by wt. of mix using bitumen VG 30

Providing, laying open-graded premix surfacing/carpet 20 mm thickness (compacted) on prepared surface in single course as wearing course aggregates as per Table 500-23 heating bituminous binder @ 14.6 Kg/10sqm. and aggregate in hot mix plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with all lead for mix material.(MoRTH Specification Clause 510 & 112). In mini hot mix plant 6-10 TPH (by manual means) with bitumen VG-30

Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (including cost of antistripping compound, wherever required) In hot mix plant and laying and and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511) In mini hot mix plant 6-10 TPH (by manual means) with bitumen VG-30

providing and laying factory made chamfered edge ISI approved cement concrete paver blocks of category "B" (dentated only two sides like I,Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro presed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of coarse sand of required gradation as per specification, compacting and proper embedding/ laying with vibratory compaction using plate vibrator , filling with joints with fine sand and cutting of paver blocks as per required size pattern, finishing and sweeping extra sand etc. as per manufacturer's specification and direction of engineer- in -charge. Providing and laying of interlocking concrete block (M-30 grade) pavements as per IRC:SP:63 having thikness 60mm as per drawing and technical specification.

Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm

Supply of caution diversion sign board size 1800 x 600 mm having centre height of 75 cm made out of 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands made out of 75 x 40 mm channels having two solid rubber wheels mounted on ball bearings boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect.

Empty cement (polyethene) Bags

Labour charges for making Coffer Dam/ Ring Bundhs with earth filled EC bags including stitching along with transportation and placement at required locations in water including all leads and lifts complete excluding the cost of EC bag but including the cost of sutli.

Light vehicle i.e. Jeep, and cars etc.

HSD

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Recovery of Bricks/ Tile bats of clinkers at site (350 nos. bricks bats @ Rs 1500 per 1000 nos)

Recovery of mild steel bars

Providing and laying Structural Cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15

Bored cast-in-situ R.C.C. pile with design mix concrete using batching plant, transit mixer and concrete pump, excluding reinforcement complete as per drawing and technical specific tions and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. 1000mm dia pile RCC Grade M35

Load testing of piles. Intial and routine test for vertical load testing of pile. a) Intial and routine test for vertical load testing of pile

Load testing of piles. Intial and routine test for vertical load testing of pile. b) Lateral load test(on test pile)

Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing and technical specification as per MoRTH Specification : 1100, 1500 & 1700 12.1.3 R.C.C. grade M35 Design mix concrete

Providing and laying steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section: 1600 (11.4.2) TMT/ HYSD Steel reinforcement

Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M35 upto 5 metre height.

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600 TMT/ HYSD Steel reinforcement

Supplying, fitting and fixing in position true to line and level, POT -PTFE Bearing suitable for biaxial movement as per drawing and BS:5400 Sections 9.1 & 9.2 as per MoRTH Specification Section 2000 CH B 3 (10)

Structural Cement concrete (cast in situ/ precast/ PSC) upto a height of 5m for reinforced concrete (Design mix) in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 35 grade T-beam and slab superstructure ch B-4 (1.3.2)

Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic viebro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour andpattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc. as per manufacturer's specifications and direction of Engineerin- charge. Providing and laying of interlocking concrete block (M- 30 Grade) pavements as per IRC:SP:63 having thickness 100mm as per drawing and technical specifications.

17.1 Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier to the satisfaction of the Engineer. CH -B3 (17.2)

Providing and laying mastic asphalt wearing course with paving grade bitumen (PMB - 40) / industrial grade bitumen meeting the requirements given in Table 500-39, 40, 41, 42, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti- skid surface with bitumen pre-coated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 Cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRTH specification Clause 516. 20.1 25mm thick in single course.

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding . New work ( Two or more coats appiled @3.84 Kg/10 sqm.

Retro-reflectorised Traffic Signs with angle iron support Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads) Cautionary sign boards (900mm equilateral triangle).

Retro-reflectorised Traffic Signs with GI Pipe support Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in GI Pipe (Medium class) 75mm dia- 3 mtr height, firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).

Supplying of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia high intensity prismatic grade type IX reflective sheet on white reflective background with additional border of 1.25 cm all around it.

Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. 12.1 Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads).

P&F delinator with 30 cms dia RCC hume pipe NP-2 (IS-Marked) pipe 1.20 M long 40 cms embedded in earth the inside of pipe shall be filled with earth up to 0.10 cm from top and remaining filled with cement concrete M-10 grade 1:3:6 (1 cement : 3 coarse sand : 6 coarse aggregate 20 mm nominal size) with semi circular hump at top the pipes shall be painted 15 cms wide alternate strips with black/ white with enamel paint (Black strip at top) with red round reflector sheet Type IV 7.5 cms dia at top on side facing the traffic and opposite side (as per IRC -79), fixed in CC M-10 grade Block of Size 0.45x0.45x0.60 M.

Temporary compensation for the land with crop i.e. for six month period. For command area.