UDD_Sivasagar_25-26_01 Redevelopment of Roads around Sivadole Temple and Sivasagar Tank under Sponsored by Urban Development Department for the year 2024-25

Amount

DISMANTLING WORK :Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical Specification Clause 301.4

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material by roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202.

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 m and stacking of serviceable material and unserviceable material separately under supervision of concerned department as per Technical Specification Clause 202.

Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.

EXCAVATION WORKS :Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

ROAD SAFETY AND ANCILLARY WORKS :SANDSTONE SEATER- 2000mm x 550 mm Sandstone bench with Pattern engraved as per the design proposed by the architect

SANDSTONE PLANTER : 950mm x 750mm x 750mm Sandstone Planter with pattern engraved as per design given by the architect

Stone Signage (3A)- Sandstone information panels made by pasting two 25mm thick sandstone slabs of 2100mm x 1200mm size, with inscribed text with white fill and oatterned incsription, 3(B)- text and direction arrow inscribed and painted white letter/Arrow Height 80mm)

Stone Signage (3B)- Sandstone information panels made by pasting two 25mm thick sandstone slabs of 2100mm x 1200mm size, with inscribed text with white fill and oatterned incsription, 3(B)- text and direction arrow inscribed and painted white letter/Arrow Height 80mm)

MS BOLLARD:Other Cast Article of Decorative MS Bollard with Traditional Ahom Modifs Engraved

UTILITY WORKS :Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Sewer: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER AND FRAME IN D400 LOAD CLASS , as per BS EN 124 , BLACK BITUMEN PAINT

Supply and installation on site - Storm Water: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint

Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint

Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint

Providing and laying Double flanged (screwed/welded) centrifugally (spun) Ductile Iron Pipes of Class K - 9 confirming to IS : 8329 : 150mm dia Ductile Iron Double Flanged

Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge.

Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 8 - 250mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 180mm to 250mm dia (OD) HDPE pipe

Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 110mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 90mm to 110mm dia (OD) HDPE pipe

Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade cement concrete as per Clause 1105 (i)

LANDSCAPE WORKS :Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)

Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed

Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart

Maintenance of hedge for one year

Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts i

STREETLIGHTING WORKS :ELECTRIC POLE:Other Cast Article of Decorative 6 Mtr. (CI + MS) Pole Included Double Arm Bracket & 02 Nos. Aluminium Light with 50 watt LED Light with foundation and foundation bolts (Without MCB Connector)

ELECTRIC POLE:Other Cast Article of Decorative 4 Mtr. (CI + MS) Pole Top Aluminium Light with 50 Watt LED light - with foundation and foundation bolts, without MCB, Connector

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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. in the existing trench, complete as required. (OD-63 mm & ID-51 mm nominal)

STRUCTURAL RETROFITTING OF TANKSIDE BOUNDARY WALL :Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Brick soiling works as per directions of engineer-on-site

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.

RCC m,20 for substructure

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Brick masonry

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Bamboo palasiding works- as temporary support during construction: Driven at least 900 mm below ground and 1200 mm above ground

Sand Bags as temporary protection during construction

BOUNDARY WALL REPAIR :Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling and refixing of old available MS grill over boundry wall including straingthening of grill by heating breaking, minor repair of any including fixing together by nuts & bolts/welding complete as per direction of Engineer-in-charge.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing steel R.S.Jst/ built-up steel sections including cutting, welding/ rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Sri Rintu Borgohain (BID ID -269228)