Ayodhya Development Authority Tender

R.C.C. for Slab With 1:1.5:3 As Per S.I. No..284.8 SCH PWD 287+284.8

R.C.C. Coloum With 1:2:4 As Per S.I. No..288 SCH PWD 288

M.S. Iron Work In Footing As Per S.I. No. No 504. Qty Item No.3+4+5 SCH PWD 504

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe DSR 19.6.4

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Manhole Size 455x610x45mm DSR 19.30.1.1

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Main Hole Size 120x90x90 mm DSR 19.7.2.1

Construction of granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means Clause 502

Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.clause No. 503 complete in all respects.

Bituminous Concrete Grading 1 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.

Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortor including labour & supily of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sudries required for completion of work with material. SOR No.765/2022

Dewataring of tank his Dispojal

2.5 M. (1") thick 1:2:4 plain œment concrete floor with cement , approved œarse sand and 2 cm (3/4") gæded approved stone laid in panels finished with 3 mm. (1/8") flooring œat of neat cement or œment and merble dust in 5:1 as specified ovœ & induding e wn (3j thick base concrete coneising of cement local sand and brick ballast 4 cm (1.5'") gauge in the proportion of 1:2:4 and removing any over lapping morBr at the joinB of panela if any and giving them a unifarm finish lnduding supply of all materials labour and T&P etc. required for proper completion of fhe work, Ag in item no 801 but floor shall be 5 cm (2") thick instead of 2.5 cm (1") thick and proportion of concrete 1:1 1/2.3 instead of 1:2:4. SOR 604

110mm dia P.V.C. pipe 6kg. Pressure I.S.I. mark. Extra Item 17.31

P.V.C. Bend 100mm dia Extra Item 17.34

P.V.C. Socket 100mm dia Extra Item 17.37

Scraping old wrthe or colour wash including disposal of refuse material as directed by Engineer-in-charge with a distance of 60 met.(200 feet) SOR 22 No- 708

12 mm thick plaster with cement mortar in proportion of 1:3 cement and Coarse sand.SOR 22 No- 583

Providing and Applying white Cement based puttyof aveage thickness 1 mm of approved brand and manufamurer, over the plastered wall surface to prepare the surface even and smooth complete.SOR 22 No- 30 13.80

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. SCH PWD 660+661