Construction of Compound wall, CC road, dismantling old dilapidated unsafe buildings, underground sump, drainage network restoration and other development works in the premises of CCLA (Chief Commissioner of Land Administration) Complex at Nampally Station Road, Hyderabad

Dismantling doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc., complete and stacking them within 100 metre lead - Not exceeding 3 sq.m. in area including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Dismantling Masonry work as per Technical Specification Clause 202 : Dismantling of existing structures like walls, retaining walls and other structure comprising of stone masonry, brick masonry including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Demolishing Lime concrete and disposal of unserviceable materials within 100 metres lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Demolishing Lime concrete and disposal of unserviceable materials within 100 metres lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Manual Means. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 20.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Construction of granular sub-base by providing grading VI material, 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 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., (APSS No. 402) Machine Mixing. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete M 15 Nominal mix (1:2.5:5) in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and spreading of stone crusher dust (HBG stone chips 2.36 mm and below ) not more than10% passing 0.075 sieve for resting the pavers and filling the voids and crevices between the pavers including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and Laying with Flamed/ bush hammered grey Granite slabs 25-30 mm thick slab of size around 5'x2.5' to suit the design over base coat of of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to match the shade of granite to full depth. the item is inclusive of all materials like granite, cement, sand and water etc including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, as per MorTH 408 /8.2 B, RBR-TSRA-30(B). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Painting with 2 coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit of approved brand and shade to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , for Painting to Iron work - Synthetic enamel paint to New Iron Work - 2 coats . (APSS No. 1201, 1207 & 1212). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing and laying450 mm Dia Non Pressure NP-3 class R.C.C. pipes spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Manufacture, Supply and delivery of Unplasticised PVCs Pipes of dia 250 mm 10.0 kgs/sqcm conforming to IS : 4985/2000 (third revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to anywhere including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Constructon of 0.75 M Circular Sewer Man hole of 0.75 mts x 0.55 m of 0.75 M depths with Fly Ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame including contractor profit and overhead charges but excluding seigenorage charges for 450mm dia pipe complete for finished item of work and as directed by the Engineer-in-Charge.

Additional manhole 0.10 mt depth constructon of 0.75 circular sewer man hole of 0.75 mts depth with 2nd Class modulor bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Manufacture, Supply and delivery of RCC man hole frame and cover, HD-35 of approved make having opening size of 560 mm dia along with FRP grill including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching/mixing plant as per approved mix design, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 20 mm and 10 mm nominal sizes graded, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, concrete strength not to be less than 10 Mpa at 28 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Construction of M30 grade cement concrete pavement, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including admixtures as approved, Vaccum Drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable Size and length, curing, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camer including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab/BT road using concrete groove cutting machine with diamond studded saw including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Coarsed Rubble Stone Masonary 2nd sort in CM 1:6 using selected size stones including bond stones from approved quarry including cement, sand, stones, water etc including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Plastering 20mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing materials like cement, sand, water etc., to site, materials, and all mixing mortar, finishing, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, . (SS 901,903 & 904) for Ground Floor. (External walls) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and filling with 20mm metal including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Flooring with Chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300 x 300 mm and thickness 20 mm of any shades set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade, cost of all materials like cement, sand (with 50% river sand & 50% manufactured sand) water and tiles etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Flooring with cobble stones 150x150x100mm size set over CM 1: 8 bed of existing CC Bed or masonery bed already laid including site all operational incidentials labour charges like dressing of stones, laying, curing etc, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., labour charges such as weigh batching, machine mixing, laying concrete, curing (Footing) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., labour charges such as weigh batching, machine mixing, laying concrete, curing (Plinth Beam) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., labour charges such as weigh batching, machine mixing, laying concrete, curing (For Columns) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., labour charges such as weigh batching, machine mixing, laying concrete, curing (For Slab) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) from primary producers like SAIL, VSP STEEL, TATA or JINDAL PANTHER of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., (APSS No.126) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Masonry work in CM (1:6) prop (Cement : Screened sand) with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, labour charges, like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) , constructing masonry, lift charges, curing, cost of overheads and contractors profit etc., complete for finished item of work. (APSS No. 501 & 504) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supplying and fabricating, erecting and fixing in steel works like Compound Wall Grillsusing MS Hollow Sections including cost of welding rods, power charges of approved design and including cost and conveyance of all materials, labor charges for erecting & fixing all structural steel works erecting in position and fixing etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 30 grade corresponding to IS 456 with minimum cement content of 400 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., weigh batching, machine mixing, laying concrete, curing FOR FOOTINGS, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 30 grade corresponding to IS 456 with minimum cement content of 400 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., weigh batching, machine mixing, laying concrete, curing FOR RCC walls including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and placing of Reinforced Design Mix Concrete M 30 grade corresponding to IS 456 with minimum cement content of 400 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm and down size graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (50:50) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc.,weigh batching, machine mixing, laying concrete, curing FOR RCC Slabs including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water proofing compound, water etc., junctions of wall and slab etc., (APSS No. 901 & 903). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit or equivalent of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation for external walls - including cost of access scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Colouring - Providing / Texture to External walls. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply & application of one coat water based cement primer, acrylic emulsion paint weather proof water-based, modified acrylic with silicon additives exterior grade having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. of approved brand and shade, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Providing barricading arrangement with MS boards of size 10’ X 6’ height as per the design caution symbols, signage’s (as per department) duly fixing on the ground by providing cement blocks on the legs, providing LED danger lights on top corner of the board including locking arrangement to each board, hire charges for fixing in position, and removing the same and transportation after completion of work including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Engaging Back hoe loader (shovel) 0.85 cum 110 hp including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Engaging Labour for cleaning and carting away the dismantled material and other debris from the site to nearest dumping yard including loading, unloading, carting away etc from the site to suitable location etc including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Engaging tipper of 5 cum capacity for carting away of dismantled material, debris, doors, windows, electrical items and other material etc including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.

Supply and fixing tensile membrane covered fabric structure; incorporating a fabric with low elongation characteristics under tension and capable of an anticlastic configuration, the Tensile Membrane structure using PET yarns covered with a thicker PVC-coating/ PVDF coating of 900 GSM on both sides to protect the fabric with properties of Anti-Wicking, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge.