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| 1 | Dismantling the existing C.C road surface - Mechanical Means |
| 2 | Dismantling the existing tar (BT) road surface - Mechanical Means |
| 3 | Removing the Existing Paverblock M40 grade 80mm thick & 60mm thick in the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc.complete as per standard specification,. |
| 4 | Dismantling plain cement concrete (Ramps) |
| 5 | Dismantling RCC by manual / by using deploying machineries (Drains) |
| 6 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete - I Depth 0 to 2 m |
| 7 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths - 0 to 3 m |
| 8 | Hire Charges for Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete |
| 9 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 10 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification |
| 11 | Supplying, erecting shuttering with necessary supports for drains with all cross bracing etc., complete ( RCC Bottom Slab,Side Walls, Top Slab & Precast Slabs ) - (Above 1m) |
| 12 | Providing and laying in position Standardized Concrete Mix M-25 Grade in accordance with IS 456-2000 using 20mm and downgraded hard broken granite stone jelly for all RCC of works with minimum cement concrete 0f 350 kg/m3 and maximum water cement ratio of 0.55 including admixture ( Plaster / super plasticizer ) in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without imagining strength and durability with about (5.0cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cum) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering and also including laying vibrating with mechanical vibrators finishing curing etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra, etc,. Complete complying with standard specification and as directed by the departmental officers the coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). - For Proposed Drains Bottom Slab, Side Walls, Top Slab and Precast cover slabs for Existing Drains |
| 13 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another Tools & Plants for lifting Placing & alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. - Precast Cover slab For Existing drains |
| 14 | Restoring the tar road surface by spreading Sand filling, filling gravel and WMM over a layer of 30 cm thick gravel and providing premix carpet with seal coat type 'A' including cost of all materials etc. complete 10m2 |
| 15 | Restoring the Cement Concrete road of cutting the cement concrete road, Sand filling 10cm thick, C.C 1:5:10, C.C 1:2:4 10cm thick Plastering 1:3 20mm thick at tarpad of expension joint using etc., including cost of all materials etc. complete 10m2 |
| 16 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. |
| 17 | Providing weep holes in Brick masonry/Plain/Reinforced concrete wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications |
| 18 | Laying of a geotextile (200 GSM) filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH |
| 19 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH |
| 20 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement |
| 21 | Disposal of surplus earth including loading and conveyance within a distance of 5 km (basic cost of earth is zero) including loading charges and Conveyance Charges of 5 kms distance. |
| 22 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification |
| 23 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites |
| 24 | Towards the hire charges for providing temporary approach platforms to the residences near execution site including the cost of fabrication, placing properly across the drains removing the same after the work is complete etc as directed by Engineer in charge. The approach platform will be made of 2.40mx1.20m - 6mm MS sheet fabricated with 50mm dia B-class MS pipe-3.6m at bottom longitudinal and 3 Nos MS flat 25mmx6mm cross direction and both side of hand rail with 50mm dia 1 No of horizontal and 2 Nos of Vertical support including fixing MS flat drilled and suitable for joining with bolts and nuts including cost of materials, welding, painting etc complete |
| 25 | Construction of Modular type RWH Structure capacity of 4.32 cu.m by using infiltration modules of size 800 x 800 x 360 mm and side wall with infiltration modules of size 800 x 360 x 25 mm including earthwork excavation in bitumen / concrete roads surface to a size of 1200 x 1200 x 3000 mm and providing base plate, Geo - textile 400mm - 200 micron, Fine filter media 12mm thickness, Coarse filter media 20mm thickness, FRP of 700x700mm (clear opening 600x600mm) (Grating cover with Frame-Medium duty 10MT), including all labour charges, carting away and drilling borewell 150mm dia upto a depth of 3.0m with 125mm dia Blue slotted PVC pipe., complete.(Model 6) |
| 26 | Construction of cast -in- situ Silt Catch Pit of inner size 600 X 600 x 600 mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under walls 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe on the storm water drain mouth, with RCC cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 16.41 kg including Supply fixing Ductile Iron Grating with frame load bearing capacity 25MT grade C-250,Heavy Duty as per BS EN 124 standard weight of the cover with frame is 54kgs ( Hinged type), Frame outer 725mm x 725mm, Height 75mm - completing the finishing work etc., cost per each number. - For Proposed Drains & For Existing Drains |
| 27 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification - Gratings for proposed & Existing Drains |
| 28 | Manufacture,Supply,Delivery and Installation of Automatically Worked S.S 304 Flap Gate, Wall Mounted, single faced, flush bottom closing type Material Construction : Gate Frame SS 304, Shutter/Door SS 304,Seating Faces EPDM Rubber,Hinge Pin SS 304 excluding taxes etc., complete finished item of work (Approved Make) - Size :- 1500 x 1500 mm |
| 29 | Manufacture,Supply,Delivery and Installation of Automatically Worked S.S 304 Flap Gate, Wall Mounted, single faced, flush bottom closing type Material Construction : Gate Frame SS 304, Shutter/Door SS 304,Seating Faces EPDM Rubber,Hinge Pin SS 304 excluding taxes etc., complete finished item of work (Approved Make) - Size :- 1500 x 1200 mm |
| 30 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete.Desilting of Storm water Drains - Desilting of Existing Drain Temple area (having width up to 3m) |
| 31 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete.Desilting of Storm water Drains - Desilting for Anupannadi channel (having width of 3m -10m) |
| 32 | Manufacture,Supply & Fixing of 900mm x 900mm Ductile Iron manhole cover with frame load bearing capacity 1.5 MT grade A-15 Light Duty as per BS EN 124 standard weight of the cover with frame is 95 KG ( Hinged type) MS 26, Frame outer 1020 x 1020, Height 50 mm etc., complete and as directed by the departmental officers. |
| 33 | Manufacture,Supply & Fixing of 900mm x 900mm Ductile Iron manhole cover with frame load bearing capacity 40MT grade D-400 Extra Heavy Duty as per BS EN 124 standard weight of the cover with frame is 170 KG ( Hinged type) MS 29, Frame outer 1065 x 1065, Height 100 mm etc., complete and as directed by the departmental officers. |
| 34 | ESHS Capacity Building, Stakeholder Engagement, Monitoring & Health (Lump Sum, inclusive of all mobilization, instruments, NABL-accredited testing, consumables, travel, permits, reporting and taxes) — Execute and document the following per ESMP/ESHS & CPCB/TNPCB/MoHFW norms, with geo-tagged photos, calibration/chain-of-custody and quarterly compiled reports:Workshop on E&S safeguards and on-job training as identified. (one time) |
| 35 | Consultations / GRC |
| 36 | Air quality monitoring (3 locations) quarterly |
| 37 | Surface water quality monitoring (2 locations) quarterly |
| 38 | Ground water quality monitoring(2 locations) quarterly |
| 39 | Soil quality monitoring(2 locations) quarterly |
| 40 | Noise quality monitoring(3 locations) quarterly |
| 41 | Wind speed and direction(3 locations) quarterly |
| 42 | Health camp, occupational health and prevention of Covid 19 |
| 43 | ADD GST 18% Please Enable Macros to View BoQ information |
