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| 1 | Excavating in trenches in Hard/dense soil, n exc 1.50 m wide and n exc 1.50 m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes, drains etc nexc 10 sqm on plan and n exc 1.50 m in depth and getting out complete all as specified and directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed. |
| 3 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed. |
| 4 | Surface dressing n exc 30 cm deep, Soft/loose soil complete all as specified and directed. |
| 5 | M&L Cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, mass concrete complete all as specified and directed. |
| 6 | M&L brick work with old size sub class B\\" bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 as in drains complete all as specified and directed. |
| 7 | M&L for 15 mm thick cement plaster in cement mortar 1:4 on concrete or brick surface and finished even and smooth w/o using extra cement all as specified. |
| 8 | M&L pre cast factory made (SFRC) manhole/drain cover of concrete M-25 grade, 80 mm thick , perforrated type, heavy duty of rectangular/square in shape as required at site with and including 2 mm thick mild steel sheet all around complete all as specified and directed. |
| 9 | M&L for neeru finish to plastering as specified and as directed. |
| 10 | M&L Cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in copings, plinth courses, string courses, kneelers, kerb stones, water troughs, benchings includidng weathering slightly rounded or chamfered angles and throughting as rdirected including necessary form work required to complete the work all as specified and directed. |
| 11 | Excavation in trenches in soft/loose soil, n exc 1.5m wide and n. exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out complete all as specified and directed. |
| 12 | Demolition and breaking up drain pipes 150mm bore set in cement mortar incl demolation of PCC haunching etc, complete all as specified and directed. |
| 13 | M&L double wall corrugated drain pipe ' DWCPE' (SN8) 180 mm (OD)/ 152 (ID) mm diameter, (ISI marked) and tested including fittings of same grade complete all as specified and directed. |
| 14 | M&L for cement concrete 1:3:6 type C2 (using 40mm graded aggregate) as in bed with thickness of bed below the barrel of pipe as 150mm and width of bed as 450mm to drain pipes of 150mm internal dia including packing under, and completely surrounding pipes with concrete after they are laid and tested complete all as specified and as directed. |
| 15 | Cutting into existing Manholes for connecting new drains , 150mm dia, making good to pipes and rendering , cutting out existing benching for and forming branch channel ( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete all as specified and as directed. |
| 16 | Cutting of existing cement concrete pavements or roads of a.ny description for laying pipes or for passing drains of width n exc 1.50 M wide including making good the disturbed area/surfaces with the existing specification/material complete to match with existing surface after completion of work complete all as specified and directed. |
| 17 | M&L for coloured chequered cement concrete tiles 25cm x25cm or 30cmX30cm x 25 mm thick, set, jointed & pointed in neat cement slurry with grey cement abd pigment over 20 mm screed bed in CM (1:6) , and removing of debris away from MOD land, complete all as specified and as directed. |
| 18 | Hardcore of gauge n exc. 63 mm, brocken bricks deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 19 | M&L for Machine coloured pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60 mm thickness M-35 Grade.complete, with grey cement and pigment all as specified and directed. |
| 20 | M&L for 75 mm thick Cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub floors, sub bases , floors and pavings/ paver blocks etc. complete all as specified and directed. |
| 21 | M&L for Fine aggregate (Sand) for cushioning as in interlocking paver blocks laying complete all as specified and directed. |
| 22 | M & L for 75mm thick PCC 1:3:6 type C-2 (using40mm graded stone aggregate) as in plinth protection complete as directed. |
| 23 | S&F in repair to rotational moulded vertical water storage tanks triple layer ( White colour) with closed tops ( cylindrical ) hoisted and fixed in position 1000 litre capacity including disconnecting and refixing the existing GI fitting and pipe complete all as specified and directed. |
| 24 | Drilling of bore well of required diameter for casing / strainer pipe in any type of soil/starta soft/hard rock/ordinary rocks etc with manually or mechanically using JCB etc and drilling bore upto a depth of 30 metre minimum with injection well insertion of 150 mm dia uPVC pipes having pressure of 6.00 kg/sqm with and including insertion of slotted pope for clog resistent of rain water and reducing possibility of carrying soild, fixing pipe with solvent and screws for joining pipes with ends other also for joining end caps and well plug for bore clamps for keeping for safe and holding the pipe while to the ground level and fixing of end caps at top of bore well including supply of bentonite for bore well drilling in order to give support and prevent from collapsing, filling of gravel at empty space around/in the bore well to provide stability to the inserted pipe with and including back filling of soil and removal of surplus soil to a distance n exc 50 m complete all as specified and directed. |
| 25 | Excavating over areas, n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 26 | Excavating over areas, exc 1.5m and n.exc 3m deep and getting out in hard/dense soil complete all as specified and directed. |
| 27 | Excavating over areas, exc 3 m and n.exc 4.5m deep and getting out in hard/dense soil complete all as specified and directed. |
| 28 | Excavating over areas, exc 1.5m and n.exc 3m deep and getting out in soft/loose/hard rock soil complete all as specified and directed. |
| 29 | Dewatering of Surface /Shallow water for Foundation of RWH Tank or taking out of water using motor pumps of sufficient power and running it for required hours and drying the surface to make it workable for base work or pcc work complete all as specified and directed. |
| 30 | Surface dressing of the ground including removing vegetation and in-equalities and earth compaction with Diesel Plate compactor all as specified and directed. |
| 31 | Supplying & Laying of stone aggregate 20mm to 40mm nominal gauge in the foundation/base including watering and ramming complete all as specified and directed. |
| 32 | Supply of Local river Sand for base of 100mm thickness over stone aggregate base all as specified and directed. |
| 33 | Supply and installation of an innovative, LEGO-style modular polymer-based underground stormwater management system, engineered with a honeycomb structural design and manufactured using 100% recycled polypropylene. The system is capable of withstanding vehicular loads up to 30 tonnes with adequate backfilling , making it ideal for deployment beneath driveways, parking lots, and other traffic-bearing surfaces.Each tank module consists of a combination of large plates (683mm x 410mm) and small plates (369mm x 410mm) with integrated double-locking slots to ensure superior connection integrity and block stability.Single Tank Configuration: 4 large + 4 small platesTriple Tank Configuration: 10 large + 12 small platesEach assembled single tank provides a storage capacity of 0.126 m³ (0.683m x 0.410m x 0.450m)External locking system with minimum 14 slots per large plate for enhanced stability during load-bearing use. Designed for quick assembly, modular expansion, and long-term durability.Make: Retas |
| 34 | Supply and installation of high-strength, non-woven polypropylene (PP) geotextile fabric, minimum 400 GSM, used for wrapping modular tanks to enhance filtration and prevent silt ingress.• Tear Strength: ≥ 250 N (ASTM D4533)• Width-wise Strength: ≥ 215 N (ASTM D4533)• Puncture Resistance: ≥ 1550 N (ASTM D6241)• Elongation at Break: ≥ 57% (ASTM D4595)Fabric is needle-punched, heat-welded, and made from long synthetic fibers ensuring high porosity, effective filtration, and seamless percolation. Includes all necessary activities such as cutting, sizing, seaming, and wrapping around tank modules.\\"Supply and installation of high-strength, non-woven polypropylene (PP) geotextile fabric, minimum 400 GSM, used for wrapping modular tanks to enhance filtration and prevent silt ingress.• Tear Strength: ≥ 250 N (ASTM D4533)• Width-wise Strength: ≥ 215 N (ASTM D4533)• Puncture Resistance: ≥ 1550 N (ASTM D6241)• Elongation at Break: ≥ 57% (ASTM D4595)Fabric is needle-punched, heat-welded, and made from long synthetic fibers ensuring high porosity, effective filtration, and seamless percolation. Includes all necessary activities such as cutting, sizing, seaming, and wrapping around tank modules with proper welding of geotextile fibre from desiliting chamber pipes to microfilter and micro filter to RWHP. Application: Essential for proper tank functioning, sediment control, and structural reinforcement.\\" |
| 35 | Supply and installation of FRP-based Rainwater Harvesting Microfilter with 750mm diameter and 1000mm height, equipped with dual 6” inlet and outlet ports. The filter includes an internal SS 304 mesh for effective primary filtration.• Flow Rate Capacity: Minimum 40–45 KL/hr• Constructed from UV-resistant, corrosion-proof FRP body for long life• Suitable for rooftop and stormwater collection• Must be GRIHA and SVAGRIHA Certified (GRIHA Criteria 18 & 21, SVAGRIHA Criterion 9) with valid certification on date of installation• Compatible with modular tank systems for both recharge and reuse applicationsRecommended Make: Retas |
| 36 | S&F 150mm bore PVC (SWR) pipe single socketed any length with rubber ring joints laid in trenches or in floor complete all as specifed and directed. |
| 37 | M & L for brick work with sub-class `B' bricks old size, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 38 | formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work n.exc 200mm thick (Horizontal or sloping) flat in fair finished surfaces of concrete complete all as specified and directed. |
| 39 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and blinding with and including mild steel wire annealed not less than 0.9mm dia or securing with clips. complete all as specified and directed. |
| 40 | M&L for Reinforced cement concrete1:2:4 Type B0 (using 12.5mm graded stone aggregate) (nominal mix) in Chullah hoods; manhole covers stairways (except spiral staircases) including steps (square orspandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres complete all as specified and directed. |
| 41 | S& F 75 mm bore PVC (SWR ) pipe single socketed in any length with rubber ring joints, laid in trenches/floors/wall (using GI half round Clamp) etc including removing from site complete all as specified and directed. |
| 42 | S&F 75mm bore PVC (SWR) bends any radius complete all as specified and directed. Please Enable Macros to View BoQ information |
