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| 1 | Demolition of brick work / stone masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in- charge. |
| 2 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 3 | All as per serial item no.2.00 here-in- before but but except bricks Note: Bricks shall be obtained from serial item no.1.00 here-in - before for use in this item.The bricks shall be used in this item after proper cleaning . The rate of cleaning of bricks is included in this item nothing shall be paid extra on this account. |
| 4 | Material & Labour for Walling of random rubble stone , uncoursed , well bonded,bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 5 | All as per the description of item No 4.00 here-in- before but except stones, complete all as specified and as directed.Note: Stone shall be obtained from serial item no.1.00 here-in - before for use in this item.The Stone shall be used in this item after proper cleaning . The rate of cleaning of Stone is included in this item nothing shall be paid extra on this account. |
| 6 | Material and labour for Plain cement concrete (1:3:6) type C-1, using 20mm graded stone aggregates as in bands, bedding, benching of manholes, coping, surface channel, roof kerbs or mud stops, rounded or chamfered on edges etc including necessary form work complete all as specified and as directed by Engineer-in-charge. |
| 7 | Material and Labour for Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed by Engineer-in- charge. Note:- Inner girth shall only be measured for payment. Nothing extra shall be paid on this account. |
| 8 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Supply and fixing for PVC (SWR) 75 mm bore pipes Type-B, ISI Marked single socketed fixing with using adhesive, in any length, in floors/weep hole complete all as specified and directed by Engineer-in-Charge. |
| 10 | Taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc and including removing rubbish material from site and thrown in low lying empty area (as per direcction of AGE/JE) complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material and labour for rendering 20 mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in Cement Mortar 1:4 , finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and labour for rendering 15mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material and labour for raking out joints/ pointing to masonry or brick-work in single detached joints for flashing, etc. in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and labour for preparation of old surface of walls, with and including two coats of cement base paint complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for preparation of new surface of walls, with and including two coats of cement base paint ,over with and including one coat or alkali resistance primer complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material and labour for Complete removal of existing treatment on old or untreated surfaces of cement or plastered surfaces, of any description and girth, not otherwise described and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/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 complete all as specifeid and as directed. |
| 17 | Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from site and thrown in low lying empty area (as per direcction of AGE/JE) complete all as specified and as directed by Engineer-in-charge.The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill. |
| 18 | Material and labour for precast cement concrete 1:1.5:3,type A1 (using 20 mm graded stone aggregate) in landings, cover slabs for drain, etc. and similar articles with plain faces, set in cement mortar 1:4 complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately. |
| 19 | Material & Labour 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 binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Dismantling of stone slab and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material & Labour for 18mm to 20mm thick granite slab (any type) in one piece machine cut (as approved by Engineer-in-charge) for counter sunk wash basin, plateform /cooking plateform , steps, jambs,pillars, window cills, , shelves, urinal partition and like bedded and jointed with grey cement slurry @ 3.00Kg per Sqm and pointed with white cement with admixture of pigment to match the shade of granite stone with and including grinding and polishing , laid over with and including 15mm thick Rendering / screed bed in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 22 | Dismantling chain link fencing wire mesh any type complete all as specified and directed by Engineer-in-Charge. |
| 23 | Dismantling RCC posts or struts any section, including taking out embedded portion and making good disturbed ground compete all as specified and as directed by Engineer-in-charge.Note: (i) old unservicable scrap iron retrived from this item shall be credited to contractor. The weight of scrap iron in kg for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill.(ii) Rubbish material shall be removed from site and shall be thrown in low lying empty area as per direcction of AGE/JE. |
| 24 | Material and Labour for Excavating in post holes (or similar holes) each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provission of binding wire complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and as directed by Engineer-in-Charge. Note: The weight of chain link fencing shall be ascertained through BOO as ordered by GE and the payment shall be measured and paid accordingly. The copy of BOO duly countere signed by GE shall be enclosed with RAR / Final bill before progressing for considering release the payment to contractor. |
| 27 | Dismantling wrought iron or mild steel work of any description not otherwise provided for compete all as specified and as directed by Engineer-in-charge. |
| 28 | Supply and fixing Mild steel work of Fe-290 Gde E -165 as in angle iron fencing posts & flat iron drilled and countersunk for boulders running bars,including embedding in concrete and scruing etc,post and struts in fencing including cutting, tops to shape as directed, bent to shape, drilling holes, notching for wire etc,flat iron fillets (for securing wire mesh etc.) Including all necessary drilling,bolting or riveting etc.complete all as specified and as directed by Engineer-in-charge. Note:- The element of Fixing of round bars for chain link fencing is included in this item .Nothing shall extra be paid on this account . |
| 29 | Supply only 10mm dia MS round bar for fixing of chain link fencing with post complete all as specified and directed. Note :-Fixing element of this item is included in serial item no. 28 here-in-before. |
| 30 | Supply & Fixing Mild steel work as in Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Supply & Fixing Mild steel screw bolts with diameter of neck 11mm to 15mm dia, (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not excedding 15cm long complete all as specified and directed by Engineer-in-Charge. |
| 32 | Supply & Fixing in replacement Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)complete all as specified and directed by Engineer-in-Charge. |
| 33 | Supply & Fixing in replacement punched tape concertina coil (including spike and handle) with 56 loops and 600 mm dia,max coverd length 8 RM having a core wire of height carbon spring steel high tensile strength. The punched tape and cover wire (2.5+- 0.35mm dia) shall be heavy galvanized (IS-1730) (wire-275 GSM & strip-200 GSM)to provided protection against outdoor exposure.the punch tape shall be mechanically crimped 'over the core wire and then formed into a coil at various parts of the periphery of the coil .the width of the strip as 19 mm and specing of blades 24.00+-0.5 mm C/C.the weight of each coil shall be 8+-0.5% Kgs without packing material and coil length 8 Mtr (max) when open up each coil would with bituminized hessain cloth for providing protective packing complete all as specified and directed by Engineer-in-Charge. Note: The weight of concertiana coil shall be ascertained through BOO as ordered by GE. BOO duly countersigned by GE shall be enclosed with the RAR /Final Bill while considering the payment against concertinal coil.In the absence of BOO payment shall not be relaeased. |
| 34 | Dismantling of plain or corrugated steel sheeting any gauge, thickness including roof covering etc complete all as specified and directed by Engineer-in-Charge. |
| 35 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material & Labour for preparation of newely steel surfaces of any description, over 10 cm in width or girth or otherwise described , with and including applying two coat of syntheic enamal paint over with and including one coat of red oxide zinc chrome primer complete all as spefied and as directed by Engineer-in-Charge. |
| 37 | Material & Labour for Preparation of old painted GI/steel surfaces of any description not otherwise described over 10cm width or girth as in roof and applying one coat of synthetic enamel paint specified and directed. |
| 38 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. |
| 39 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material & Labour for 75 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. |
| 41 | Dismantling of machine pressed precast concrete inter locking blocks and Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 60 mm thickness, made out of M-35 grade concrete laid over with and including 50mm thick sand cushioning for laying bed for interlocking paver block including watering and consolidation complete all as specified and as directed by Engineer-in-charge. Note:The rate of dismantling of machine pressed precast concrete inter locking blocks and 50mm thick sand cushioning for laying bed for interlocking paver block including watering and consolidation included in this item & contractor shall quote his rate accordingly .Nothing shall be paid extra on this account. |
| 42 | Material and labour for precast cement concrete Type B1 1:2:4 (20 mm graded stone aggregates ) solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 43 | Dismantling of old unservicable chequred tiles and Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 44 | Material & Labour for Providing and laying 60 mm thick cobble stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, levelling and proper alignment of stones, with and including filling of joints with cement mortar 1:6, ramming, watering and finishing complete all as specified and directed by Engineer-in-Charge.Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. |
| 45 | Material & Labour for Providing and laying 60 mm thick Shahabad stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, dressing of edges, levelling and proper alignment of stones, with and including filling joints with cement mortar 1:6, ramming, watering and finishing complete all as specified and directed by Engineer-in-Charge.Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. |
| 46 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ Please Enable Macros to View BoQ information |
