Tender For Fire Station To Bus Stand Via Ambedkar Stadium & Gandhi Park And Janmanch To Old Gangoh Bus Stand On Ambala Road Via Jal Nigam Office, Saharanpur-Uttar Pradesh

TDR : 54713375

Tender Notice
BOQ

5 Days Left

Saharanpur , Uttar Pradesh

Tender Brief : Tender For Fire Station To Bus Stand Via Ambedkar Stadium & Gandhi Park And Janmanch To Old Gangoh Bus Stand On Ambala Road Via Jal Nigam Office

Document Fees
₹ 41300 /-

EMD
₹ 2820000.0 /-

Tender Value
₹ 13.52 Crore /-

Submission Date
02-04-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Civil WorksDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2	Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity
3	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 4 metres lead as per direction of Engineer-in-charge. In cement mortarFor Drain Dismantalling
4	Felling trees of the girth (measured at a height of 1m above ground level), including cutting of trucks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 30 cm girth upto including 60 cm girth
5	Felling trees of the girth (measured at a height of 1m above ground level), including cutting of trucks and branches, removing the roots and stacking of serviceable 60 cm girth upto including 120 cm girth
6	Felling trees of the girth (measured at a height of 1m above ground level), including cutting of trucks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 120 cm girth upto including 240 cm girth
7	Felling trees of the girth (measured at a height of 1m above ground level), including cutting of trucks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond above 240 cm girth
8	Taking out existing kerb stones of all types from footpath/central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50metre lead as per direction of Engineer-in-Charge.
9	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
10	Dismantling of CI water pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into block including stacking of pipes and lead at site within 50m lead as per direction of Engineer- in- charge i) upto 150 mm diameter
11	Dismantling of CI water pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into block including stacking of pipes and lead at site within 50m lead as per direction of Engineer- in- charge ii) above 150 mm diameter and upto 300 mm diameter
12	Dismantling of CI water pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into block including stacking of pipes and lead at site within 50m lead as per direction of Engineer- in- charge iii) Above 300 mm diameter
13	Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge.
14	Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
15	Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
16	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer in Charge.
17	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All
18	Disposal of building rubbish/malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Distance upto 25 km
19	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Fpr Footpath)
20	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
21	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
22	Brick work with common burnt clay F.P.S. (non modular) bricks of 150 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarso 1.1 sand
23	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse 1 aggregato and fine aggrogate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carringe for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. M-25 Grade Concrete
24	Steel reinforcement for R.C.C. work including straightening, cutting, Qtl . bending, placing in position and binding all complete Thermo-6 Mechanically Treated bars of grade Fe-500D or more
25	12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand)
26	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
27	Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @3.28ltr per sqmt) over & including primer coat of exterior primer applied @2.20kg per sqm.
28	Providing and laying in positon ready mixed or site batched design mix 1.2 cement concrete for reinforced cement concrete work; using coarse aggregate and aggregate derived from natural sources, PortlandPozzolana /Ordinary Portland Portland Slag cement, admixtures in recommended proportons as per IS:9103 to accelerate / retard sieving of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site oflaying, curing, carriage for all leads; but excluding thecost of centering, shufering, fnishing andreinforcement as per directon of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall be payableseparately. In caso the cement content in design mix ismore than 110% of the specified minimum cementcontent, the contractor shall have discreton to eitherre-design the mix or bear the cost of extra cement
29	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @2 litro per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
30	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to 18:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
31	Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wide Rm Rate inluding sand bed ete all complete in direction of engineer in charge
32	Providing and laying at or near ground level factory made kerb stone of 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast CC kerh stone shall be annroved by Engineer.in.charge)
33	Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of
34	Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on So 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
35	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or cquivalent
36	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all 1 complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown. Cat Eve or equivalent
37	Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coat)
38	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
39	Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required eto, complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
40	Providing and erecting 2.00 metre high temporary barricading at site; cach panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mun hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be freed with 30x5mmm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC [email protected] kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/e shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.
41	Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
42	Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
43	Disposal of building Lime/ Murram/ Building rubbish/malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 initial lead, for all leads including all lift.
44	Supplying and filling in plinth with sand nuder floors, includipg watering, ramming, consolidating and dressing complete
45	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by dippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with victory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With Material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25
46	GSB - Granular Sub base with Close Graded Material (Table:-400-1) By Mix in Place Method - Constriction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grade-1)
47	Wet Mix Macadnm (plant Mix Method) Providing, laying, spreading and connecting graded stone aggegate 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 preared surface and compacting with vibratory roller to achieve the desired density.
48	Dense Graded Bituminons Macadam (Grade-2)Providing and laying dence graded bituminus macadam with higher capacity batch type HMP using crushed aggregates of specified grading, pre mixed with bituminus binderV.G.-30 @ 4.5 per cent by weight of total mix and filler, 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 and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respect.
49	Prime Coat Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer all the rate of 0.70 km/sqm using mechanical means.
50	Tack CoatProviding and applying tack coat with bitumen VG-l0 [ressure distibutor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
51	Bitumenous Course with Waste Plastic additive:Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equiped with electronic sensor to the required grade, level and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
52	Road Marking with Hot Applled Thermoplastie Compound withReflectorising Glass Beads on Bituminous Surface, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. O 250 gms per som area, thickness of2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be lavel, uniform and tree from streaks and holes.
53	Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene
54	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separetly. In case the cement corcrete in design mix is more than 110% of the specified minimum cement content, the contractor shall have discreation to either re-design the mix or bear the cos of extra cement.Concrete of M-40 grade with minimum cement content of 390 kg/cum
55	Providing and laying in positimi cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources)
56	Providing and fixing 10x10x10 cm Granite stone block hand cut and chisel dressed on tpp, for paving in Boers, drains etc. laid over 20cnm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including niled pointing etc. complete as per direction of engineer-in-charge.
57	Providing and laying matt finished vitrified tile of size 100x100 x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard milti models etc., laid on 20mm thick base of cement mortar 1:4 (l cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Einginner in Charge.
58	Providing and stacking of Nauclea cadainba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge
59	Providing and stacking of Nyctanthes arbor- tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm us per direction of the officer-in-charge
60	Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
61	Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
62	Providing and stacking of Plumcria rubra ofheight 120-150 cm. with 3-4 bunches and thick stem in big size HDPE bags as per direction of
63	Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-
64	Providing and stacking of Azedirachta indica ( Neem ) of beight 120-1S0cm in big polybag of size 25 cm as per direction of the officer-in-
65	Providing and stacking of Ficus Raceinosa (Goolar) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.
66	Providing and stacking of Ficus religiosn (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.
67	Providing and stacking of Ficus V irens (Paakad) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.
68	Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
69	Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliRge, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.
70	Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-
71	Providing and stacking of Dtiranta Golden, having ht.15 to 20 cm busbty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
72	Providing and stacking of Tradescnutia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
73	Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Poly bags & as per dii'ection of the officer-in-charge
74	Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
75	Providing and stacking of Ophiopogon jaburan (variegated ), full of variegated leaves in Earthen Pot/ Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
76	Providing and displaying of Croton PetraBangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge
77	Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar dnims, supplied free by the department, including providitig and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including painting inside and outside of tree guard with: Two or more coats of synthetic enamel paint of approved quality shade over a priming coat
78	Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breeking clods cfc. and making the trenched areR with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and propely watering complete work is required as per drawing & design.
79	Supplying and stacking of good earth at site including royalty bul including carriage lkm (earth measusred in stacks will be reduced.
80	Supplying and stocking ct site dump manure froiri approved source,including carriage up to 1 km (manure measured in stacks UI be reduced
81	Mixing earth and manure in specified proportion or as directed.
82	Rough dressing the trenched ground including breaking the clods.
83	Fine dressing the ground
84	Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
85	Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
86	Providing & laying Selection no. 1 grass turf with cañh 50mm io 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of Officer-in-charge.
87	Preparation of mounds'of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 in complete as per direction of Officer-in-charge.
88	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth.
89	Providing & Laying reinforced cement concrete pipe NP3 for Planter 600mm height and 300 mm depth in ground including excavation, protection work, backfilling, concrete and masonary works all complete in direction of engineer in charge.
90	Fabrication , supply and installation of Stainless steel 304 grade canopy around the existing tree guard with laser cut SS -304 grade fins with satin finish rind 10mm thick polycarbonate multiwall sheet on roof from sabic plastic products or equivalent complete in all respect along with it aluminum fittings . SS-304 grade tree grate with laser cut design cutout patterns for water penetration will be fixed at the center and l8mm thick gang sew cut mirror polished granite/wood plastic composite wooden planks will be fixed on top of the existing masionary in a curre shape seatine ask ner attached drawing/image.
91	Eorth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m un width as well as 10sqm on plan) including getting out and disposal of excavated eart lead upto 50m and lift upto 1.50 m, as as directed by Eng.in-chargeAll kind of soil
92	Providing and laying in position cemenl concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : 1:4:8 ( 1Cement : 4 corse sand (zone-III) : 8 Graded stone aggregate 40 mm (nominal size) derived from natural sources.
93	Providing and lying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using contss aggregate nnd fine nggrcgoto derived frool noturol sources, Portland Pozzolana / Ordinary Poñliind /Portiand Slag cement, admixturcs in recommended proportions us per IS: 9103 to accelerate / related setting of concrete, to improve durability mid workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shutlering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up Io 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upfo plinth level Concrete of M25 grade with minimum cement content of 330kg/cum
94	All works ubove plintli level uplo floor V level Concreta of M25 grade vviúl niinimum ccmcnt content of 330 kg /ctiin
95	Centering stiil sbuttelint; including omitting, propping etc. and removal of form for Walls (any thickness) including attached pilnsters, butteresses, plinth and string course etc.
96	Steel reinforcement fot R.C.C. work including straightening, cutting, bending, placing in position and binding all position and linding all complete. Thermo Mechanically Treated bars of grade Fe-550.
97	Providing & laying reinforced cement concrete pipe NP3 for culverts on the first class bedding of granuIar material includiag mixing with cement mortar 1:2 excluding excavation, protection work, backfilling, concrete and masanory work in head walls and parapets clause 1106 600mm dia
98	Providing & laying reinforced cement concrete pipe NP3 for culverts on the first class bedding of granuIar material includiag mixing with cement mortar 1:2 excluding excavation, protection work, backfilling, concrete and masanory work in head walls and parapets clause 1106 750mm dia
99	Providing & laying reinforced cement concrete pipe NP3 for culverts on the first class bedding of granuIar material includiag mixing with cement mortar 1:2 excluding excavation, protection work, backfilling, concrete and masanory work in head walls and parapets clause 1106 1000mm dia
100	Providing & laying reinforced cement concrete pipe NP3 for culverts on the first class bedding of granuIar material includiag mixing with cement mortar 1:2 excluding excavation, protection work, backfilling, concrete and 1200mm dia
101	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) includiug testing of joints etc. complete 450 mm dia RCC pipes.
102	Providing ond fixing factory mede Thermodian FRP Grating drain covers, having size upto 600x1001x30 mm,Gratings are with 0% fillet & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn't allow the graitings to crack due to its high cohesion. This chances the life of the product by 50% under exposure to load, Sunlight or rainfall and LOAD BEARING 10 tonne capacity all complete in the direction of engineer in charge. (Make Thermodrain/Aco Drain/Zurn)
103	Providing and fixing factory made Thermodrain FRPGrating drain covers, having size uplo 600x 1001 xThickness should be load capacily, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn't allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall ond LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn)
104	Providing and fixing iron manhole cover. Ductile iron as per ISO 1053-50017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Scaling and badging with department name written on the cover, HDPE lining at base etc. All complete as per directions of engineer in charge. (Make Aco Draiu/ Zurn/Thermodrain) 300 X 300 mm
105	Providing and fixing iron manhole cover. Ductile iron as per ISO 1053-50017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Scaling and badging with department name written on the cover, HDPE lining at base etc. All complete as per directions of engineer in charge. (Make Aco Draiu/ Zurn/Thermodrain) 600 X 600 mm
106	Providing and fixing iron manhole cover. Ductile iron as per ISO 1053-50017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Scaling and badging with department name written on the cover, HDPE lining at base etc. All complete as per directions of engineer in charge. (Make Aco Draiu/ Zurn/Thermodrain) 750 X 750 mm
107	Providing and fixing iron manhole cover. Ductile iron as per ISO 1053-50017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Scaling and badging with department name written on the cover, HDPE lining at base etc. All complete as per directions of engineer in charge. (Make Aco Draiu/ Zurn/Thermodrain) 1000 X 1000 mm
108	Dismantling of pole / street light standard/ strut embadded in cement concrete foundation etc. as required System complete with all associated items like poles, conductors, insulators, overhead cables, wires, stay,studs, MS structure, LT box, street lights, switching box etc. /Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required.
109	Dismentalling of overhead lines comprasing of copper / aluminium over head conductor, G.I wire, cross arms, insulators etc. as required.
110	Construction of shallow foundation with M20 grade concrete for the streetlight (or any other method like grouting foundation on concrete structure as applicable at site condition and requirment) considering the safe soil bearing capacity asite as 10 T/sqmtr at 2 metre depth with all materials and labour. Erection of poles with the help of suitable tools and plants
111	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 70 sq. mm 3-1/2 core
112	Providing and laying of Aluminium conductor XLPE/PVC insulated / PVC sheathed armoured cable working voltage 1100 Volt grade ( 4 core) 10 sq.mm.
113	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground including excavation and refilling the trench complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)
114	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Earthing of Feeder Pillar, transformer body earthing as per DVVNL norms
115	Earthing with GI earth pipe 4.5 meter 40 mm dia thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. Earthing of Feeder Pillar, transformer body earthing as per PVVNL norms
116	Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
117	Supply And fixing of LED Street light fitting with mandatory driver set heaven die cast aluminium body with toughened glass UV stabilised pc cover and lenses suitable for 75 watt to 90 watt and confirming to IP66 and IK 07 and above production having company logo engraved complete in all respect including Labour.
118	Supply and fixing of factory wired integral LED flood light luminaries with die cast aluminium housing with toughened glass'UV stabilized for 100-120 watt confirming to IP66 and IK07 and above protection complete in all respect.
119	Supply and fixing following capicity of autometic street light cubical control panel with anti corrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP).
120	Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra.
121	Supply and fixing of Mica Junction Plate with MCB and connection pin Current Rating of 15 A, 3 Pin Type, Single Door, 220/240 V Rated Voltage, 6 Way, Plastic Material, IP 67 IP Rating with 6 way Connection Type all complete as per approval of Engineer in Charge
122	Supply and laying of 63/90 mm P.V.C. Pipe etc. complete in all respect Including clamp as per direction of Engineer in Charge
123	Supply & fixing of plain type aluminium lug to the cable leeds included with tape and making connection etc.
124	Supply & laying of 1.5 mm x 2 core copper cable Under pole as per direction of Engineer in Charge
125	Numbering Pole with Base of white base.
126	Supply and fixing of 9 mtr GI Octagonal Pole of Approved make ( top dia 70 mm, 155 mm Bottom dia, & base plate 12 mm thick) having 3 mm thickness with Single Arm Bracket (1 Mt Length ) on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete & WIRING WORK & LIGHT.
127	Supply of LED Spike Light with system wattage of 7W, BIS certified with a grey painted die casted aluminium body and a glass protector tightened with the body to achieve IP66 protection and making the luminaire suitable for outdoor use. Available with a mounting bracket which makes it possible to adjust and incline precisely on-site. It can be mounted on a wall or on the ground with spike. The optics of the luminaire shall be designed for efficient symmetric light distribution. Design life shall not be less than 30,000 burning hours. The light engine shall incorporate COB in the Luminaires. Overall luminous efficiency of luminaire shall be 70 Lm/W ± 7% at correlated colour temperature (CCT) of 3000K with tolerance as per ANSI standard, colour rendering index (CRI) 80. Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.90 and THD < 15%. Shall be supplied precabled for easy installation. The product complies with the essential safety requirements of the applicable BIS standard. CAT REF: KESSLEC PENZA 7W WW LED including Charges of Fixing of Penza Spike light
128	Street light feeder panel& CCMS Panel - Outdoor Type , Metal Enclosed Incomer Rating 160A TPN MCCB, Outgoings 10Nos 16A DP MCB with suitable control circuit for automatic switching of lights. And Streetlight Switching CCMS Panel (single phase 32A) Polymeric Enclosure IP65 with Energy Metering and RF Gateway with Light Management Software CAPEX, Mapping & On-Boarding, Panels Commissioning including RF controller complete work
129	Supplying and making one end termination with heavy duty double compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc. for following size Armoured PVC insulated & PVC sheathed / XLPE aluminium conductor cable of 1100 volt grade as required size (4 core 10sq mm)
130	Supplying and making one end termination with heavy duty double compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc. for following size Armoured PVC insulated & PVC sheathed / XLPE aluminium conductor cable of 1100 volt grade as required size (3.5 core 70sq mm)
131	3 Core 2.5 Sq. mm PVC FRLS copper flexible cable
132	10 mm Aluminium Lugs Rig tipe
133	Supply & Fixing of 5 mtr long Antique design‹xlpole with cast aluminium/iron base with galvanized steel pipe and decoraiivo top pointed with primer then painted with dull finished polyurethane paint fitted with MCB end connector with decorative 1.0 mlr height Post of Lantern wilh body Jnnfie out of spun alunùniuzri and Gtted with poly carbonate dilTuser in I l0W with btiilt in surgc grofector and luinn outpuW1 l0lmn/watt. Design as per Engineer in charge. Make Twinkle Light/ K lite/ Lusture
134	Supply & Fixing oP 9 mm long Antique designedpole with cest aluminium/iron bese with galvanized steel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connector with decorative bracket Double arm for mounting of 2flos drop down lantern with body made out of spun aluminium and fitted with poly carbonate diffuser in 1 l0W with built in surge protector and lumn outpuT• ll0linn/watl. Design as per Architect in charge. Make Twinkle Light/ K lite/ LusMe
135	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand elf atound and protected with burnt bricks on sides and on top. On surface the coble run shdll be fined on M.S. clamps etc. of suitable size or as directcd by the Engincer-lncharge, complète in all respect. Tbc armouriog ofthc cable shall bc properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core
136	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand elf atound and protected with burnt bricks on sides and on top. On surface the coble run shdll be fined on M.S. clamps etc. of suitable size or as directcd by the Engincer-lncharge, complète in all respect. Tbc armouriog ofthc cable shall bc properly connected with the earth conductor by clamps etc.50 Sq mm 3,1/2 core
137	Supplying and laying of following sizg DWCHDPE pipe ISI marked along with all ac«tssorics like sockel, bend, couplers etc. confonning to IS 14930, Part II complete with filting and culling, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering cfc., complete as required. 63 nun dia (OD 63-mm& lD-51mm Nominal)
138	Boaring (Buggi) for Cabling work below 3.5mt Ground Level Including HDPE pipe
139	Fixing & Meking Connection of Each Strget Lighlby S/1 1.5sqmm FRLSH Copper WÏtc , Lug, MCB, Base Pinte Complète as per Direction of Ell
140	Supply end barring of Snfe Earthing Electrode T-19 (HotDip Galvanized), Length up to 2000mm, ouler pipe 50mm, intier pipe 25, Terminal Dia 12 mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Golv«nization up to 100 micron filled with crystalline conduclive mixture (CCM) having Anti corrosive &conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity wilh good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode temiinol to switch board, cost of 25 x 3 G.I . slrip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
141	Supply and fixing following capacity of automatic streel light cubicle control panel painted with anli corrosive alkali and ocid proof paint consisting of lime switch TSO 100 series with conteclors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in cose of TPN, complete in all respect.40 A TPN
142	Supply and fixing of decorative 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. Make Twinkle Light/ K lile/ Lusture
143	Supply and fixing of Sand Stone Bench (Size 1500x450x450) min including grouting in R.C.C Block etc. all complete in direction of Engineer in charge.
144	Supplying & fixing of Cast iron bench with back with (75 Kg) logo and hand rest in tradtional atyle bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge.
145	Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO-LID, Make - Ozone/ Jindal/ J.C.Decaux or equivalent)Nos.
146	Earthwork in excavation in foudation in ordinary soil in trences (Ioam, clay or sand) including lift upto 1.5m lead upto 50 m and dressing of sides and tanning of bottom and disposal of surplus earth as directed by Eng. in chargc with in a distance of 50m.
147	Provirling and Inying in position eel tcnt ctincreto of specified grade excluding thr cost of centering and shattering - All work up to plinth level : 1:4:8 (1 Cement : 4 course sand (zone-III) : 8 graded stone aggregate 40 mm (numinal sirs) Uuing Concrete HPC @0.90 gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent
148	Supplying and filling in plinth widi sand under fioors, ilicluding watering, ramming, consolidating and dressing complete.
149	Supply & Firing of 3 layered HDPE ofertrical conduits featuring a dimensional ration of 17. The conduits shall havc a deflection no greater than 5% at a normal operating temp. of 90°C under overburden soil pressure, confirming to ASTM F 2160/ NEMA TC7. The outer layer shall be red with anti-termite properties, the middle layer shall be translucent, and the inner layer shall contain permanent silicone lubricant with ribs. The ducts must be manufactured using 100% virgin HDPE raw material. Supplied in specified lengths. A coupler for every 12 meters and end plugs at every 30 meters will be included. ABS material spacer to be installed of intervals of 1.5 m. ISO Requirements: ISO 9001:2013, 14001:2015, and 45001:2018.The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, ensuring an expected service like of no less then 50 years, after installation as per specificatlon and directions of Engineer in charge.110 mm dia
150	Supply & Firing of 3 layered HDPE ofertrical conduits featuring a dimensional ration of 17. The conduits shall havc a deflection no greater than 5% at a normal operating temp. of 90°C under overburden soil pressure, confirming to ASTM F 2160/ NEMA TC7. The outer layer shall be red with anti-termite properties, the middle layer shall be translucent, and the inner layer shall contain permanent silicone lubricant with ribs. The ducts must be manufactured using 100% virgin HDPE raw material. Supplied in specified lengths. A coupler for every 12 meters and end plugs at every 30 meters will be included. ABS material spacer to be installed of intervals of 1.5 m. ISO Requirements: ISO 9001:2013, 14001:2015, and 45001:2018.The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, ensuring an expected service like of no less then 50 years, after installation as per specificatlon and directions of Engineer in charge.160 mm dia
151	Supply & Firing of 3 layered HDPE ofertrical conduits featuring a dimensional ration of 17. The conduits shall havc a deflection no greater than 5% at a normal operating temp. of 90°C under overburden soil pressure, confirming to ASTM F 2160/ NEMA TC7. The outer layer shall be red with anti-termite properties, the middle layer shall be translucent, and the inner layer shall contain permanent silicone lubricant with ribs. The ducts must be manufactured using 100% virgin HDPE raw material. Supplied in specified lengths. A coupler for every 12 meters and end plugs at every 30 meters will be included. ABS material spacer to be installed of intervals of 1.5 m. ISO Requirements: ISO 9001:2013, 14001:2015, and 45001:2018.The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, ensuring an expected service like of no less then 50 years, after installation as per specificatlon and directions of Engineer in charge.200 mm dia
152	Supplying rind laying of following size DWC HDPE pipe ISI marked along with a11 accessories like socket, bend, couplers etc. congirming to IS I4930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) Including excavation and reftlling the trench but excluding sand cushioning and protective covering etc. complete as required.200 mm din (OD-200 mm & ID-175 mm nominal)
153	Supply & Fixing of 7-way, 40mm multi Duct path confirming to ASTM F 2160, ASTM D 2440, and equivalent Indian Standards. The orange external steath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey and red, viwed clockwise from outer end. The ducts must be manufactured by TSEC-certified manufacturer using 100% vergin HDPE raw material.ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spisal ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ±0.2mm. Sub duet wall thickness shall be 2.9mm ± 0.3mm (excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and instellation as per specification and direction of engineer ir charge.
154	All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg/cum
155	All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg/cum
156	Certering and shuttering including stratting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
157	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more
158	Providing and fixing iron manhole cover. Ductile iron as per ISO 1083-80017, certified to EN 124 BY BSI. Epoxy costed on outer sido, load class D 400, Icckable/treft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base eto. all complete as per directions of engineer in charge. Make Aco Drain/Zurn/Thermodrain) 600x600mm
159	Providing and fixing iron manhole cover. Ductile iron as per ISO 1083-80017, certified to EN 124 BY BSI. Epoxy costed on outer sido, load class D 400, Icckable/treft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base eto. all complete as per directions of engineer in charge. Make Aco Drain/Zurn/Thermodrain) 1000x1000mm
160	Earth work in excavation by mechanical means (Hydraulic excavator)/manual meas over areas (exceeding 30 cm in depth, 1.5m in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in cbnrge. All kinds of soil.
161	Pumping out water caused by springs, tidal or river seepage, broken water mnins or droins and the like
162	Disposal of Malba & other Dismantled nxiterial distance up to 25 Km including lead & lifi etc all complete in direction of engineer in charge.
163	Providing end laying in posilion cementconcrete of spccificd grade excluding lho cost of centering end sliuflering - All work up to plinth level : 1:4:il (I Cement : 4 coarse sand (zone-Hi) derived from natural flounces : 8 graded stone aggregate 40 mm nominal size derived from nntutal sources)
164	All works upto plinth level Concrete of M25 grade with minimum cement content of 350 kg/cum
165	Atl work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 350 kg/cum
166	Foundations, footings, bases of columns, etc. for mass concrete
167	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
168	Suspended floors, roofa, landings, balconies and access platform with water proor ply 12 mm thick
169	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of Fe-500D or more.
170	Sleel work welded in built up sectionalframed work. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural atecl etc. as required. In gratings, fremos, guard bar, ladder, railings, brackets, gates and similar works (Providing aod fixing of three tyre MS brackets Grout in lioldf86t (makg Rawlplug/ Hilti or equevallent as cable trey as per drawings, specifications & approval of the engineer in charge. )
171	Earth work in excavation in foundation in ordinary soil in trenches (lomi, clay or sand) including lift upto 1.5m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Engineer in Charge
172	Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shattering - All work up to plinth level :1I:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) using doncrete HPC @0.90grain per bag of cement IS:9013 Make Donbuilding chemical or equvelleni
173	Supply of following sizes pipes for distribution system confirming to latest relevant IS 4984/2016 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc, with loading, unloading and carting up to-site of work, also Including specials for these pipes end lowering them into the trenches and laying tuue to alignment and gradient end jointing etc. complete (including testing of pipe lines end cutting of pipes for making up the length but excluding the cost of trenches) all complele as per instructions of Engineer -In - charge. 75 mm Dia HDPE Pipe PN-6: Clues PE-100
174	Supply of following sizes pipes for distribution system conformingn to latest relevant I.S. 4984/2016 Speclfications with all jointing materials and specials confomiing to latest /relevant I.S. specifications including F.O.R. deslination and all taxes and insurance etc. with loading, unloading and Carting up to-site of work, also including specials for theese pipes and lowering them into the trenches and laying ture to alignnient and gradient end jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per inntrucfions of Enginaer -in - charge. 110 mm Dia HDPB Pipe PN-6: Class PE-100
175	All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
176	All works above plinth level upto floor V level Concrete of M30 grode with minimum cement content of 350 kg /cum
177	Centering end shuttering including strutting, propping etc. and removal of foam for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
178	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Themio-Mcchanicnlly Treated bars of grade Fe-500D or more.
179	Providing and fixing iron manhole cover . Duclile iron as per ISO 1083- 50017, certified to EN 124 BY BSI. Epoxy coated on outer, side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base etc. all complete as per directions of engineer in charge.600mm X 600mm
180	Making connection of drain / Watcr / or sewer Water line with existing manhole including breaking into and making good the walls, floors with cement concrete I:2:4 mix (1 cement 1 : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse snnd), finished with floating coat of neat cement and making necessary channels for the drains etc. complete. For pipes 100 to 250 mm diameter
181	Making connection of drain / Watcr / or sewer Water line with existing manhole including breaking into and making good the walls, floors with cement concrete I:2:4 mix (1 cement 1 : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse snnd), finished with floating coat of neat cement and making necessary channels for the drains etc. complete. For pipes 250 to 350 mm diameter
182	Making connection of drain / Watcr / or sewer Water line with existing manhole including breaking into and making good the walls, floors with cement concrete I:2:4 mix (1 cement 1 : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse snnd), finished with floating coat of neat cement and making necessary channels for the drains etc. complete. For pipes 350 to 450 mm diameter
183	Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or snnd) including lift upto 1.5m, lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth us diverted by Engineer in charge with in a distance of 50m.
184	Providing and laying in position cement concrete of specified grade excluding the cost of centering end shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coorsc and (zone-Ill) : 8 graded stone aggregate 40 mm (nominal size) Using concrete HPC @0.90 gram per bag of cement lS:9013 Make Donbuilding chemical or equvellent
185	Supplying and Laying of DWC HDPE pipes Confirming to IS 1b098:2013 with latest amendments end coveying to work site including loa‹ling and unloading at both destination end rolling, lowering into trenches laying trtie to line and jointing of pipes and specials giving hydraulic test as per relevant ISS with all lend end lift including encasing the pipe nlround to a depth of not less l5cm with sofl gravel or selected earth available front the excavation testing and commissioning llie rate is inclusive of required specials and re‹tuired fittings & matccisls etc complete (contractor will make his own arrangement for prcuring water for testing ) DWC HDPE Pipe confirming to lS lfi098:2013 -300 mm Dia
186	Supplying and Laying of DWC HDPE pipes confiming to IS IG098:2013 with latest amendments and coveying to work site including loading and unloading at both destination and rolling, lowering into trenches laying true to line end jointing of pipes and specials giving hydraulic test as per rclevent ISS with all lead and lifl including encasing lbe pipe alround to a depth of not less l5cm with sofl gravel or selected earth available from the o›tcavation testing and commissioning the role is inclusive of required specials and required fittings & materials etc complete (contractor will make his own armngement for pouring water for testing) DWC HDPE Pipe confirming to IS 16098:2013 -200 mm Dia
187	All works uplo plinth level Concrete of M30 grade with minimum cemeni content of 350 kg /cum
188	All works above plinth level upto floor V level Concrete of M30 grade with mitiimiim cement content of 350 kg /cum
189	Centering end shuttering including strutting, propping etc. and removal of foam for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
190	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position rind binding all complete. Thermo-Mechanically Treated bars of grade Fo-500D or more.
191	Providing and fixing iron manholc cover. Ductile iron as per ISO 1083- S0017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockablc/ theft proof with custom made key for locking, GRP Sealing end budging with department name writlen on the cover, IfDPE liaintj at base etc. all complete as per directions of engineer in cltsrge . (Make Thermodrain/ Aco Drain/ Zum) 600mm X 600mm
192	Making connection of drnin or eewer line with curating manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 course sand : 4 groded stone aggregate 20 mm nominal size) cement pl0siered on both sides with cement iriortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter
193	Making connection of drnin or eewer line with curating manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 course sand : 4 groded stone aggregate 20 mm nominal size) cement pl0siered on both sides with cement iriortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 250 to 300 mm diameter
194	Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester of powder coating of not less for protection against corrosion. The surface be concited so that there should not be any exposed surface without powder coting. Alternatively these metalguide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type Xl sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resitance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from inernationaI/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certifiicate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation, the Employer/ Client if so desire could seek fora performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge
195	Supply & fixing of liner Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a uniqoe corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel shooul be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/ brick work with 16 NOS fastener/screw.
196	Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back H-frame MS angle of 35355mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure-sensitive adhesive of the aggressive-lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012, & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge.
197	Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high Tintensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35355mm. Legends, letters, numerals and borders etc should be as per 1) Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the miärjufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge
198	Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35355mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Miero prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge
199	Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35355mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive-lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge.
200	Solar Power Road Marker The solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm 100 mm 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge
201	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 90 cm equilateral triangle with definition plate size (20cm60cm)
202	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender60 cm equilateral triangle with definition plate (20Cm60cm)
203	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 60 cm circular with definition plate (20cm60cm)
204	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 80 mm 60 mm rectangular with definition plate (20cm*60cm)
205	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 60 mm 45 mm rectangular with definition plate (20cm*60cm)
206	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender60mm 45 mm square with definition plate (20cm*60cm)
207	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm*45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 90 cm high octagon
208	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 5060 cm single chevron
209	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 15560 cm Double chevron
210	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 3090 cm (left/right) Object Hazard
211	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 4590 cm Two way Hazard
212	Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed Tover aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm45 cm 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender 3090 cm + 45*78 cm Guarded/unguarded Railway crossing
213	Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement
214	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge. 80 mm thick C.C. paver block of M-35 grade with approved color design and pattern. (Square and Rectangular shape)
215	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksFor Chamber near landscapping area
216	Providing and fixing PVC pipe conforming to IS make working pressure 6 Kg/Cm2 including testing labour t&p and all completing fittings (110 mm dia)
217	Making of Bhandha with sand filling Bags.
218	Dewatring by Disel Mechnical Pump.
219	E/W in Liquied mud and Foul Position Etc.
220	Applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineerin Charge.The process shall include the following:-The concrete shall be placed and screeded to the finished grade,and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) On Drain Surface (Reduce 20% for connecting road & Home Enteries)
221	Development of Sculptures on Local theme (Krishna)
222	Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.(dsr/2018 item 4.9)
223	Finishing with deluxe Multi surface paint system for interior and exteriwalls using premier as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @0.75 ltr/10sqm.
224	Supply and fixing of Composites FRP Tree Grate of 600 x 600mm size and square/ rentangular/ circular shape, 15 kg weight completeall set as per approval of Engineer in charge
225	Providing and laying White Topping as per IRC.SP 76-2015 over bituminous surface (Existing bituminous surface to be done if necessary either by milling or levelling course with BM/DBN to correct surface profile and to be paid separately) with unreinforced M-40 grade pavement quality concert (PQC) using polymeric synthetic fiber as per ASTM (1116) such as polyester/polyethylene/polypropylene at 120 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modules of rupture of concrete 4.50 MPa at 28 days Limiting minimum water cement ratio to 0.40, transported to site, laid with slip form sensor paver finisher/ manually, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two Layers of curing compound, curing with water sprayed on hessian cloth covered aver concrete surface, Groove cutting to a depth of 1/3 of the slab depth and of width 3.5 mm as per design (groove cutting to be paid separately). For Thin white Topping and ultra thin white topping the groove cutting shall be 1.25m x 1.25m grid) including cost of all material, side from work, labor and HOM of machineries etc. complete as per specifications do with unreinforced M40 grade pavement quality concrete using 43 grade OPC @ 420 kg/cum, coarse aggregate, fine aggregate and Admixture confirming to IS 9130-1999 (R-2004)
226	Irrigation System for watering of Landscapping along the roadProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion (Single Socketed Pipes 75 mm
227	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion (Single Socketed Pipes 63 mm
228	Mini Raingun Sprinkler System1-1/4\\" size hydrant with ASTM nipple,thrust block & 6\\" valve box (harit/equiv)
229	1-1/4\\" size hydrant with ASTM nipple,thrust block & 6\\" valve box (harit/equiv)
230	1-1/2 \\" ARV (Harit/equiv)
231	75mm x 1-1/2\\" size pp clamp saddles PN 10 (imported)
232	1-1/2\\" PRV (Harit/equiv)
233	1-1/4\\" size steel key with connecting assembly
234	Fittings & accessories
235	Drip irrigation for herbs & shrubsLldpe pipe 16mm with inline dripper
236	Ventury assembly
237	Fittings & accessories
238	Installation, Testing & Commissioning of Irrigation system
239	Electrical Shifting Works LT Centralised SystemSTP SP-55 11 mtr
240	LT 1 Cx630 samm XLPE CABLE
241	LT 3.5Cx240 sqmm XLPE CABLE
242	LT 3.5Cx150 sqmm XLPE CABLE
243	MS EARTHING ROD COMPLETE
244	ACSR DOG CONDUCTOR
245	STAY SET COMPLETE
246	M.S CHANNEL 100x50x2000 mm
247	M.S ANGLE 65x65x6 mm for A, B Tvpe Panel Stand
248	M.S ANGLE 50x50x6 mm for C Type Panel Stand
249	THREE PHASE LT DISTRIBUTION BOX
250	SINGLE PHASE LT DISTRIBUTION BOX
251	LT STRAIGHT TRHROUGH CABLE J/KIT FOR 3.5x240 samm CABLE
252	LT 0/0 CABLE J/KIT FOR 3.5x240sqmm CABLE
253	LT 0/0 CABLE J/KIT FOR 3.5x150sqmm CABLE
254	Supply LT Distribution Box, TP & N, 3 phase, 415 v, 400 Amps incoming rating type suitable for outdoor installation, in accordance with Technical Specification (A type) for 500 KVA DTR
255	Supply of 6 - way Distribution feeder pillar, TP & N , 3 phase, 415v, 315 Amps incoming rating type suitable for outdoor installation, in accordance with Technical Specification (B type)
256	Supply of 3-ph 415V, Distribution Service Pillar for LT (ype -C), 100 Amp Incoming 4 nos 32 Amp, TPN 12 Nos 16 Amp SPN Rating Feeder Type Disctribution Service Pillar suitable for Outdoor Installation
257	PVC LT 4Cx25 sqmm (Armoured)
258	PVC LT 4Cx16 sqmm (Armoured)
259	PVC LT 2Cx10 sqmm (Armoured)
260	PVC LT 2Cx06 sqmm (Armoured)
261	THREE PHASE ENERGY METER WITH METER BOX
262	SINGLE PHASE ENERGY METER WITH METER BOX
263	LT Centralised SystemHPPE PIPE 160mm DIA PE-80,PN-06
264	HDPE PIPE 110mm DIA PE-100,PN-06
265	STONE PAD
266	CONCRETING OF SUPPORT
267	NUMBER PLATE
268	DANGER BOARD
269	BARBEDWIRE
270	CABLE ROUT MARKER
271	CLAMP WITH NUT&BOLT
272	GI PIPE 6\\" DIA
273	DIGGING OF TRENCH (1.5 MM X 1.0 MTR
274	LAYING CHARGES OF HdPE PIPE IN OPEN TRENCH
275	LAYING CHARGES OF LT CABLE IN HOPE PIPE
276	FIXING OF CABLE ROUTE MARKER
277	FIXING OF GI PIPE OVER THE POLE WITH CLAMP
278	CONERETING OF STAY
279	Previding & FIXING OF CHEMICAL EARTHING WITH GI STRIP
280	LAYING OF LT CABLE IN OPEN TRENCH INCLUDING COST OF BRICK SAND & STONE SLOBS
281	LAYING OF LT CABLE IN AIR ON DIP SINGLE POLE INCLUDING FIXING OF CABLE WITH CLAMP.
282	RED OXIDE PAINT.
283	AL PAINT
284	NUT & BOLT OFF SIZE
285	BACK FILLING OF EXCAVATED EARTH
286	CABLE END TERMINATION USING GLAND FOR LT, CABLE WITH A/B/C TYPE PANEL
287	FIXING & INSTALLATION OF C TYPE PANEL
288	AL CRIMPING LUGS 120sqmm
289	AL CRIMPING LUGS 240sqmm
290	AL CRIMPING LUGS 630sqmm
291	MAKING OF LT STRAIGHT THROUGH CABLE J./KIT
292	LAYING CHARGES OF DWC FLEXIBLE SIZE 50mm DIA PIPE FOR CONSUMER SERVICE CONNECTION
293	LAYING CHARGES OF LT SERVICE CABLE 4Cx16 sqmm
294	LAYING CHARGES OF LT SERVICE CABLE 4Cx25 sqmm
295	LAYING CHARGES OF LT SERVICE CABLE 20x10 sqmm
296	LAYING CHARGES OF LT SERVICE CABLE 20x06 sqmm
297	FIXING OF SINGLE PHASE ENERGY METER
298	FIXING OF THREE PHASE ENERGY METER
299	FIXING OF THREE PHASE LT DISTRIBUTION BOX WITH CLAMP
300	FIXING OF SINGLE PHASE LT DISTRIBUTION BOX WITH CLAMP
301	GI STRIP 25x3mm
302	GI STRIP 50x6mm
303	SUPPLY OF DWC FLEXIBLE PIPE 50 mm DIA FOR CONSUMER SERVICE CONNECTION
304	BACK FILLING & Restoration OF FINISHED SURFACE WITHIN CONSUMER PREMISES
305	INSTALLATION, FIXING OF A TYPE PANEL WITH CONCRETING OF STRUCTURE
306	INSTALLATION, FIXING OF B TYPE PANEL WITH CONCRETING OF STRUCTURE
307	FABRICATION OF MS STRUCTURE BY MS ANGLE 65650mm FOR A TYPE PANEL (48 KG EACH)
308	FABRICATION OF MS STRUCTURE BV MS ANGLE 65х65х6 mm FOR B TYPE PANEL (48 KG EAGH)
309	FABRICATION OF MS STRUCTURE BY MS ANGLE 50x50xmm FOR C TYPE PANEL (25 KG EACH)
310	FIXING OF GI STRIP SIZE 25x3mm
311	FIXING OF GI STRIP SIZE 50x6mm
312	Dismentalling of old LT Lines
313	11 KV Centralized Items11 kv 3x330 mm2 XLPE armoured cable
314	Heat Shinkable termination jointing kit outdoor for 11 KV 3x300 sq. mm XLPE Cable
315	Heat Shinkable Cable jointing kit straight through for 11 KV 3x300 sq. mm XLPE Cable
316	Steel tubular Pole SP 11 11 mtr.
317	11kV Pin Insulator Polymeric Type
318	ACSR Dog Conductor
319	MS Earthing Rod Complete
320	11kV Stay set complete
321	11kV Disc insulator Polymeric B&S type 70KN
322	11kV Disc fitting B&S type 70KN)
323	MS Channel 100x50x2240MM
324	MS angle 65x65x6 MM
325	11/0.4kV New 250 KVA TF
326	Gl wire 6SWG
327	Gl wire 8SWG
328	11 KV Decentralized ItemsHDPE PIPE 160mm DIA PE-80,PN-06
329	NUMBER PLATE
330	DaNGER BOARD with clamp
331	Barbed Wire
332	Cable route marker
333	Stone pad
334	CLAMP WITH NUT&BOLT
335	G.I. Pipe 6' Dia
336	Al Binding wire
337	Laying charger of HDPE pipe in open trenches
338	Digging of trenches (1.5 mtr x 1 mtr)
339	Plinth for LT distribution Transformer
340	Fencing of LT Distribution Transformer
341	Water level earthing
342	Laying charges of 11 kv cable in HDPE pipe
343	CONCRETING OF SUPPORT
344	fixinf of cable route marker
345	making of 11kv cable j/kit 3x300 sqmm
346	making of 11kv cable st. through j/kit 3x185 sqmm
347	Fixing of GI Pipe 6\\" Dia on DP over the cable
348	Concreting of stay
349	Backfilling of excavated earth in trench
350	RED OXIDE PAINT.
351	Aluminium Paint
352	PG Clamp
353	NUT & BOLT OFF SIZE
354	Laying of 11 KV cable in air on DP including fixing of cable with clamp
355	Shifting of existing transformer on New Plinth
356	Shifting of existing transformer on New DP
357	Dismentalling of old 11 KV lines with LT distruction TF
358	Maintainace work for 5 years
359	Labour Charge
360	over head charge 3%
361	Transportation charge 1.5% Please Enable Macros to View BoQ information

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Sports Infrastruture Tenders

Stadium Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Fire Station To Bus Stand Via Ambedkar Stadium & Gandhi Park And Janmanch To Old Gangoh Bus Stand On Ambala Road Via Jal Nigam Office, Saharanpur-Uttar Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Fire Station To Bus Stand Via Ambedkar Stadium & Gandhi Park And Janmanch To Old Gangoh Bus Stand On Ambala Road Via Jal Nigam Office, Saharanpur-Uttar Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us