Public Health And Municipal Engineering Department Tender

NRPT 12Cr;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 0.7-0.8 atmospheres as per the standard procedures floating with power floater, mechanically travelling,finishing with sound edges and corners including hire and operational charges of machinery,labour,fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work( As per Quotation ).

NRPT 12Cr;RBR-CCPV-5:Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

NRPT 12Cr;RBR-FNDN-4 I(i) -Providing PCC Grade M10 concrete using 40 mm 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 -

NRPT 12Cr;RBR-FNDN-2: Collection, Supply and filling with HBG stone chips 2.36 mm and below from approved quarry to work site, in foundation as per drawing and technical specification, including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH.

NRPT 12Cr;RBR-SBBS-10 (II-i) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. (R&B and Urban Area works)

NRPT 12Cr;RBR-EECD-5 - Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD

NRPT 12Cr;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge.

NRPT 12Cr;CC Roads

NRPT 12Cr;Carting of excavated Earth up to an initial lead of 5 KM including including loading ,unloading but excludding stacking charges etc., Complete.

NRPT 12Cr;RBR-FNDN-7 : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars (Fe 500/500D/550D grade as per IS 1786-1979) 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., complete for finished item of work ( APSS No.126).

NRPT 12Cr;RBR-FNDN(E) :RCC M-25 (Design Mix):Providing concrete for plain/reinforced concrete in open foundations using 20 mm Graded Metal (MORD & MORTH 12.8 E) hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ( for Slabs Culverts.)

NRPT 12Cr;RBR-FNDN : RCC M- 20 Nominal Mix:Providing concrete for plain/reinforced concrete in open foundations using 20 mm 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. For wearing coat (benching Concrete )

NRPT 12Cr;RBR-FNDN-4 :Providing PCC/VRCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge for Wearing Coat (Benching Concrete)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - urdu Bhavan to outfall area, W.No.20 - (0.6x1.5)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - Chowdeshwari temple road, W.No.17 - (0.9x0.9)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - at H.No.4-4-24/2, W.No.17 - (1.0x1.0)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - From Node 9 to H.No. 3-8-29 (1.0 x 1.0)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - from H.No.5-6-112 to outfall, W.No.9 - (1.0x1.2)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - Beside IVNMCS W.No.8 - (3.0x3.0) Slope portion

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - Beside IVNMCS W.No.8 - (3.0x3.0) top half 0.25 thick

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - Beside IVNMCS W.No.8 - (3.0x3.0) bottom half 0.45 thick

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - from H.No.1-6-64/28/W to Existing Drain W.No.7 - (0.6x0.9)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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 (for side walls) - from H.No.2-6-41/A, 2-6-30 to Existing Drain, W.No.3 - (1x1)

NRPT 12Cr;RBR-FNDN-4 :Providing PCC/VRCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge (for Side walls)

NRPT 12Cr;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed 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.(for bottom slab)

NRPT 12Cr;RBR-FNDN-4 :Providing PCC/VRCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge (for Drain Bottom slab)

NRPT 12Cr;RBR-FNDN-4 I(i) -Providing PCC Grade M10 concrete using 40 mm 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

NRPT 12Cr;RBR-FNDN-2: Collection, Supply and filling with HBG stone chips 2.36 mm and below from approved quarry to work site, in foundation as per drawing and technical specification, including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH.

NRPT 12Cr;RBR-STCL-7 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

NRPT 12Cr;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ( Hard rock blasting prohibited)

NRPT 12Cr;RBR-FNDN-1: A i: Earthwork excavation in ordinary soil by manual means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

NRPT 12Cr;RBR-FNDN-1: B i: Earthwork excavation in ordinary soil by mechanical means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

NRPT 12Cr;CC Drains