Tender For special Repair To Bldg No T -134 And Allied Works At Csd Canteen And Certain Revenue Work At Cijws School Vairengte
Tender Overview
Project Description
Tender for special Repair To Bldg No T -134 And Allied Works At Csd Canteen And Certain Revenue Work At Cijws School Vairengte
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jul-2026 | Revised BOQ | BOQ | 16-Jul-2026 |
| 2 | 06-Jul-2026 | Date revised | Date | 16-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | B & R Division Items |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified & directed. |
| 3 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified & directed. |
| 4 | Demollition of RCC floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work complete all as specified and directed. |
| 5 | Demolition of brick/stone masonry, built in cement mortar including all quoins, arches, pillars etc but exluding ashlars facings, dressed stone work and pre-cast concrete articles all as directed. |
| 6 | Demolition of reed, lathing single or double including battens and plaster or chiken wire lathing complete all as specified & directed. |
| 7 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified & directed. |
| 8 | Dismantling of wall and ceiling boards (fibre, pulp, insulation boards etc) any thickness including cover fillets complete all as specified & directed. |
| 9 | Dismantling of asbetos cement (corrugated,semi corrugated sheeting,etc) sheets in roof coverings complete all as specified & directed. |
| 10 | Dismantling boarding of any description fixed in any position with nails all as directed. |
| 11 | Dismantlig timber scantling in any position unframed work 40sqcm and over in section complete all as specified & directed. |
| 12 | Taking down chowkats or frames with Shutters (without taking off shutters from the frame) not exc. 1.5 sqm each complete all as specified & directed. |
| 13 | Taking down chowkats or frames with Shutters (without taking off shutters from the frame) exc. 1.5 sqm but not exc. 4 sqm each complete all as specified & directed. |
| 14 | Excavation over areas, n exc 1.5 m deep and getting out in Soft/ loose soil complete all as specified and directed. |
| 15 | Excavation over areas, exc 1.5 m and n exc 1.5 m deep and getting out in Soft/ loose soil complete all as specified and directed. |
| 16 | Excavating in trenches, n exc 1.50 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/ loose type of soil complete all as specified and directed. |
| 17 | Returning and filling in with soil obtained from excvation in laying n exc 25cm thick including watering ramming etc. complete all as specified and directed. |
| 18 | Removing of surplus soil not exceeding 50 m and deposited where directed at a level not exceeding 1.50m above the starting point all as specified. |
| 19 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified & directed. |
| 20 | M & L for 75mm Plain cement concrete (1:3:6) type C-1 using 20 mm graded stone aggregate as Plinth protection / Path finished the surface even & smooth without using extra cement all as specified and directed. |
| 21 | M & L for 75mm thick Plain cement concrete (1:3:6), type C-1, using 20 mm graded stone aggregate, on sub base to floors/ paths and pavements all as specified and directed. |
| 22 | Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surfaces of concrete complete all as specified and as directed. |
| 23 | Use and waste formwork to sides of rough finished flat concrete surfaces of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. |
| 24 | Use and waste formwork to edges of concrete flats, treads, window cills, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide rough finished flat surfaces complete all as specified and directed. |
| 25 | Use and waste formwork to soffits of rough finished flat suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and directed. |
| 26 | M & L for reinforced cement concrete (nominal mix) 1:2:4 type B1 using 20mm graded stone aggregate as in Cill band and similar items complete all as specified & directed. |
| 27 | M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type A-1 (using 20 mm graded stone aggregates) as in foundations, including rafts, footings, foundation beams: plinth beams, bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 28 | M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type A-1 (using 20 mm graded stone aggregates) as in Columns, pillars, piers, posts and struts complete all as specified & directed. |
| 29 | M&L for reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 30 | M&L for reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregates) as in Columns, pillars, piers, posts and struts complete all as specified & directed. |
| 31 | M&L for reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregates) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. |
| 32 | M & L for reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregates) using 20 mm graded aggregate as in slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. |
| 33 | Material and Labour for mild steel TMT bars 10mm 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 0.9mm dia or secruing with clips complete all as specified & directed. |
| 34 | M & L for Mild steel TMT bars of Fe 500 or Fe 500D, 6mm to 8mm dia , cut to length bend to shape as required including cranking, hooking etc and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 35 | M & L for Mild steel TMT bars of Fe 500 or Fe 500D, 6 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, 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 0.90 mm dia or securing with clips complete all as specified. |
| 36 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 37 | M&L for half brick thick brick work with sub class 'B' bricks, old size, straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed. |
| 38 | M&L for Rendering 10mm thick in CM 1:4 mixed with water proofing compound on fair faces of brick work or concrete surfaces finished even and fair complete all as specified & directed. Note: Water proofing compound shall be measured and paid separately. |
| 39 | Material and labour for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:6) on wall surface and finishing even and fair complete all as specified and directed |
| 40 | Material and labour for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) on wall surface with top 5 mm layer mixed with water proofing compound and finishing even and fare complete all as specified and directed.NOTE : Water proofing compound shall be measured & paid separately. |
| 41 | Supply only integral water proofing compound complete all as specified and directed. |
| 42 | Material and labour for Vitrified Ceramic tiles light shade 8 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.18 Sqm and not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over & including 15 mm thick screed bed of cement mortar 1:6, for laying floor finishes complete all as specified & directed |
| 43 | M&L for Vitrified Ceramic tiles light shade 8-10 mm thick area of each tiles exceeding 0.18 Sqm and not exc 0.36 Sqm, in skriting/vertical surface laid over and including 10mm thick rendering in CM 1:4 etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified. |
| 44 | M&L 18-20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and for bedding layer like in screed bed 15mm thick cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified & directed. |
| 45 | M&L for designed chequered cement concrete tiles 25mm thick with grey cement and pigments set, jointed & pointed in neat cement slurry, incl laid over 20mm thick screed bed in CM 1:6 finished with pigments match the shade of tiles complete all as specified and directed. |
| 46 | S & F for Pre-painted galvaume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an 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. |
| 47 | S&F for Pre-painted galvaume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an 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. |
| 48 | Supply & Fix 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, railings, and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed. |
| 49 | Supply and fix bands, straps, clamps, hold fasts, cleats & small articles, supports or stays for rainwater, ventilating pipes, including bolts etc conforming to Fe-290 Gde-E-165. |
| 50 | Supply and fix Steel work in trusses, purlins, posts and the like using tubular/ square hollow sections including special shaped washer etc. complete using ERW or induction butt welded tubes/SHS conforming to IS.1161 - 2014 / IS.4923 - 1997 grade St.-240 complete all as specified and directed |
| 51 | Material and Labour for Plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in bed block or hold fast block complete all as specified and directed. Please Enable Macros to View BoQ information |
| 52 | Material and Labour for Plain cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate as in bed block or hold fast block complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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