SPECIAL REPAIRS TO ROAD FROM MH CIRCLE TO MRC MUSEUM,MH CIRCLE TO MURUGAN TEMPLE AND NEAR OFFICERS MESS JUNCTION TO KILIMANJARO HALL AT MRC WELLINGTON UNDER GE WELLINGTON

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Tender Inviting Authority: CWE WELLINGTON

NAME OF WORK: SPECIAL REPAIRS TO ROADS FROM MH CIRCLE TO MRC MUSEUM, MH CIRCLE TO MURUGAN TEMPLE AND NEAR OFFICERS MESS JUNCTION TO KALIMAJARO HALL AT MRC WELLINGTON UNDER GE WELLINGTON

Contract No: CWE/ WEL/ OF 2025-26

Sl. No. Item of Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency Rate in Figures to be entered by the Bidder including all Taxes etc. Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e. DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit, if any respect of Supplies Under full Excise Duty Category

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm, exc 50 mm and n.exc 100 mm deep and complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR

M & L for Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapaid setting Grade-1 (RS-1) and putting in pre mixed bituminous mecadam using paving bitumen of grade VG-30, well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of pre mixed mecadam binder and chippings) depth of potholes exc 30 mm complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR

M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) with granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and as directed. 10 Square Metre Excess(+) Full Conversion INR

M & L for 15 cm thick (compacted thickness) (in two equal layers) WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) with granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and as directed. 10 Square Metre Excess(+) Full Conversion INR

Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 10 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR

M & L for Premix bituminous macadam, with paving bitumen, laid/rolled with mechanical paver and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen of Grade VG-30 as binder, camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) Cubic Metre Excess(+) Full Conversion INR

Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer @ 5 Kg per 10 Sqm using bitumenous cold emulsion rapid setting grade-1 (RS-1) complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR

M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix desing (if any), the same shall be provided by the contractor without any extra cost to the Govt.) 10 Square Metre Excess(+) Full Conversion INR

Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. Running Metre Excess(+) Full Conversion INR

S & F in repairs cats eye, polycarbonet body of size 100mmx90mmx15mm with stud and retro reflective prismatic tape, fixed on road complete all as per manufacturer's instruction and as directed by the Engineer-in-Charge. Each Excess(+) Full Conversion INR

S & F in repair Covex Mirror, 80cm dia for roadincluding supply of MS pipe (medium grade) of outer dia 60.30mm of 2.00m length and necessary bolts, adjustable fixing brackets and fittings including PCC 1:2:4, type B-1 (Using 20mm graded aggregate) block of suitable size including necesssary excavation and earth work complete all as per manufacturer's instruction complete all as specified and directed. Each Excess(+) Full Conversion INR

S & F in repairs Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed Each Excess(+) Full Conversion INR

S & F in repairs metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed Each Excess(+) Full Conversion INR

Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) complete all as directed by the Engr-in-Charge Cubic Metre Excess(+) Full Conversion INR

M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

M & L for Plain cement concrete 1:5:10, type E-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, sub base etc complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. Cubic Metre Excess(+) Full Conversion INR

Demoltion of Brickwork or stone/boulder masonry, built in cement or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles as directed by the Engr-in-Charge. Cubic Metre Excess(+) Full Conversion INR

M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and fair without using extra cement complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

M & L for preparing newly plastered surfaces of walls, etc and applyingtwo coats of white wash complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

Earth work in excavation by mechanical means (Hydraulic excavator) in any kind of soil 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 1.5m, complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for precast box culvert of clear opening 600mm width x 900mm height x wall thicknes 200mm using M-30 grade of concrete including reinforcement bars as per the standard Enginering practice to withstand the necessary loads conforming to relevant IS complete all as specified and directed. (Note: (i) Precast concrete box culverts shall be designed and manufactured in accordance with IRC:112-2020 and IRC 6-2017 and relevant IS for concrete and steel works. (ii) Necessary foundation work and excavation and earth work shall be measured and paid seperately). Running Metre Excess(+) Full Conversion INR

M & L Reinforced concrete pipes, class NP3, 450 mm bore, laid and jointed with collars complete all as specified and as directed. Running Metre Excess(+) Full Conversion INR

M & L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 450 mm bore drain pipes complete all as specified and directed. Running Metre Excess(+) Full Conversion INR

Removing excavated soils exc 250 m but n. exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in any type of soil complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:6 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) Cubic Metre Excess(+) Full Conversion INR

S & F high strength TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed. Kilogram Excess(+) Full Conversion INR

M & L for Chequered cement concrete tiles of size 20cm x 20cm x 25mm thick, as in floors etc, including 20 mm thick screed bed in cement mortar 1:4 and set & jointed in neat cement slurry and pointed with grey cement and pigments to match with the shade of tiles complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4 complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces and finishing the surfaces even and fair without using extra cement complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

M & L for Plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

Extra for forming fair finished to concrete surface of drain 45cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. Running Metre Excess(+) Full Conversion INR

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

M & L for loose filling with broken bricks aggregates of gauge 40 to 80 mm in soakage well complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. Cubic Metre Excess(+) Full Conversion INR

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface of granite or trap stone n exc 40mm complete all as specified and directed. Square Metre Excess(+) Full Conversion INR

M & L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:4 complete all as specified and directed. 10 Square Metre Excess(+) Full Conversion INR

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