|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out soft/ loose soil complete all as specified. |
| 3 | Excavation in trenches not exc. 1.5 m wide not exc. 1.5 m in depth; for laying of cables not exc. 10 Sqm on plan and getting out , trimming sides, forming bottom surface to required level complete in hard/dense soil all as specified and as directed. |
| 4 | Demolition of Brickwork or stone/ boulder masonry, including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar complete all as directed by Engineer-in-Charge. |
| 5 | Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified. |
| 6 | Material and labour for Precast cement concrete block masonry with solid block 1:3:6 type C1 20 mm graded crushed stone aggregates exceeding 10 cm in width and getting in cement mortar 1:4 complete all as specified. |
| 7 | Material and labour for Hardcore of broken stone or boulder gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified. |
| 8 | Material and labour for 75 mm thick Cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in sub-base complete all as specified. |
| 9 | Material and labour for 80 mm thick machine pressed precast concrete interlocking paver block any shape and size confirming to IRC SP 63-2018 of M-40 Grade including 50 mm thick sand cushioning (after fully compacted) under the paver bolcks complete all as specified. |
| 10 | Material and labour for 60 mm thick machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of M-35 Grade including 50 mm thick sand cushioning (after fully compacted) under the paver bolcks complete all as specified. |
| 11 | Material and labour for cement concrete type B1, 1:2:4 (20 mm graded aggregate), rounded or chamfered on edges in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping kneelers, apex stones, bed plates, kerbs not provided for roof kerbs or mud stops, rounded or chamfered on edges, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including water proofing compound complete all as specified |
| 12 | Material and labour for 10 mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6 finshed even and smooth without using extra cement including taking down old cement plaster complete all as specified. |
| 13 | Material and labour for Cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified. |
| 14 | Material and labour for walling random rubble uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 as in retaining walls, wing walls, abutment and the likes complete all as specified. Note: Precast PCC bond stone will be measured and paid seperarely against item here-in-after |
| 15 | Material and labour raised pointing to random or polygonal rubble, uncoursed in cement mortar 1:4 on brought upto courses complete all as specified. |
| 16 | Material and labour for 15 mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6 finshed even and smooth without using extra cement complete all as specified. |
| 17 | Material and labour for 20 mm thick rendering in cement mortar 1:4 in two layers (12 mm +8 mm) on other than fair faces of brick wall or concrete surfaces (external) , finished the surfaces even and smooth without using extra cement with using approved Liquid Water Proofing Compound on second layer (8 mm) as per manufacturer instruction complete all as specified and as directed by Engineer-In-Charge. Note: Liquid Water Proofing Compound shall be measured and paid including this item |
| 18 | Excavation in post holes (for similar holes) each not exceeding 0.5 CUM getting out soft/ loose soil, returning filling, in and ramming earth or broken mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good surface in soft loose soil complete all as specified.Note: Returning filling and Removing of surplus soil are deemed to be included in this item. |
| 19 | Supply and fix rolled sections as in Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20 mm of the length indicated) conforming to Fe 410 -W (Gde-E- 250) quality-A complete all as directed. |
| 20 | Supply and fix roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe 410-W (Gde-E- 250) quality-A complete all as specified. |
| 21 | Supply and fix pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 22 | Supply and fix pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 23 | Material and labour for preparation of newly plastered surfaces of wall and applying distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre of approved manufacturer of required shade and colour complete, as per manufacturer's specification. Two or more coats over a coat of wall care putty complete all as directed. |
| 24 | Material and labour for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS-15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm over new surfaces. |
| 25 | Returning filling in soft/loose soil, including, spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed. |
| 26 | Removing excavated materials (soils) not exc 50.00mtr and depositing where directed at a level not exc 1.50 mtr above the starting point in soil, complete all as specified and as directed. |
| 27 | Material and labour for prepration new or previously untreated steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. |
| 28 | Surface preparation 1. Concrete surface must clean with wire brush/grinder to remove loose mortar and must be smooth , uniform, clean and dust free to receive the treatment. Concrete profile should be in the range of CSP 3-4.Preliminary Tratment 2. Any crack, comnstruction shall be treated with polymer modified repair mortar/ SC General purpose grout by proper grooving arrange ment (10x5mm) as per manufactures recommendation. 3. Block work joints, block wall- slab interface to be packed with polymer modified repair mortar/SC General purpose grout. Treatment to continue up to full hight of planter wall.4. Angle fillet - Making coving (50X50mm) using M20 Grade Concrete integral waterproofing SmartCare Vitalia NEO admixed with additive 200 ml per bag of cement as per manufacturer’s specification5. Testing by ponding water for 24-72 hours to identify surface defects min. 25 mm-100 mm, a. First Ponding Test to be on Structural Slab, b.. Second Ponding Test after waterproofing Treatment, c. Third Ponding Test after Screed laying.Bore packing (Treatment steps given separately)6. If any leak/dampness observed post water ponding Test, it needs to be pressure grouted with SmartCare General purpose grout.7. Skim tape to be provided wherever dissimilar material ( Steel, PVC ) encountered, to overlap the coating. |
| 29 | Epoxy Tri Block Application: -Providing and applying SmartCare Epoxy Tri Block Epoxy cementitious coating for positive side waterproofing treatment to the RCC structures like retaining walls of the water tanks, reservoir, sewage water treatment plant prepared by mixing Hardener , base and cement filler with water ( 20% by weight) for vertical & Horizontal surfaces. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e anti microbial coating , food grade certified , fit for storing portable water. Resist positive hydrostatic pressure upto 4 bars shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out completely as per specification and the direction of the engineer-in-charge. |
| 30 | Material and labour for 25 mm PCC type B0, 1:2:4 using 12.50 mm graded crushed stone aggregates as in sub-base finished the surface evan and fair, completed all as specified. |
| 31 | Supply and fix Pavement floor vitrified tiles of size 600x 600x 10 mm thk (Endura tiles of Johnson or equivalent makes listed in List of Makes) of approved colour and design set and jointed in neat cement slurry and pointed in white or coloured to match including 20 mm th screed bed in cement mortar 1:4 complete all as specified and directed. Please Enable Macros to View BoQ information |
| 32 | Supply and fix Pavement floor vitrified tiles of size 600x 600x 10 mm thk (Endura tiles of Johnson or equivalent makes listed in List of Makes) of approved colour and design set and jointed in neat cement slurry and pointed in white or coloured to match including 20 mm th screed bed in cement mortar 1:4 complete all as specified and directed. Please Enable Macros to View BoQ information |
