Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Building Construction
Opening Date4 Sep 2024
Closing Date11 Sep 2024
Tender Amount₹ 15,47,920 
Notes
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Summary

Pjp- Construction Of Primary Health Centre Building

Description

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BOQ Items

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T.No.10/PJP;Supply and fixing of 110 mm dia P.V.C door bends of 87.5 degrees of Prince/ Sudhakar make (6 Kg/sqcm) including cost and conveyance of pipes, specials, clamps, labour charges for fixing in walls at all elevations, etc., complete for finished item of work as directed by the Engineer in charge.

6

139

839

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T.No.10/PJP;Supply and fixing of 20 mm dia GI Union of standard quality of ISI Mark including cost and conveyance of GI Union, labour charges, etc., complete for finished item of work as directed by the Engineer in charge.

6

65

395

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T.No.10/PJP;Supply and fixing and concealing in walls the 20 mmdia ?B? class GI pipe of ISI mark including cost and conveyance of G.I Pipe, specials, clamps, labour charges for fixing in walls. etc., complete for finished item of work as directed by the Engineer in charge.

30

272

8181

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T.No.10/PJP;20 mm dia GM Gate Valves

3

1032

3098

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T.No.10/PJP;S&F of 15 mm brass body CP finish two way bib tap of not less than 400 grams weight with quarter turn spindle internal/ external threaded connection conforming to IS 8931 with all necessary specials and fittings.

3

1030

3092

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T.No.10/PJP;Supplying and fixing of 101.6 mm floor traps with steel jelly on top etc. complete for finished item of work..as directed by engineer in -charge.

4

187

750

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T.No.10/PJP;Supply and fixing of 3? (75mm) diameter Nahani trap with jali, including cost and conveyance of all materials, labour charges for fixing, etc., complete for finished item of work as directed by the Engineer in charge.

4

132

532

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T.No.10/PJP;Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap, ISI marked and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern with internal components fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, angle stop cock 12.70mm dia. first quality Indian make heavy duty, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges, overheads & contractors profit etc., complete for finished item of work.

2

2182

4366

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T.No.10/PJP;Supplying,Jointing,Testing and fixing of 160 mm SWG pipes of 1st class for connecting WC and Nahani traps to Man holes and main sewage tank and caulking the joints with jute in CM(1.5:1) proportiontely inclduing excavation of trenches and soak pits in all soils (except rock requiring blasting) up to 1.5 M depth and refilling the same as per the standared specification, watering ,tamping including cost and conveyance of all materials all leads and lifts, labour charges etc. complete for finished item of work as directed by the Engineer - in- charge.

20

808

16170

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T.No.10/PJP;Supplying and fixing of 110 mm dia PVC-Prince Sudhakar make or Equevlent quality (3mm wall thickness ) drain filter down fall pipe in all heights etc , including Cost& conveyance of all materials such as long nails , horse shoe steel straps etc and labour charges etc complete for finished item of work as directed by the Engineer at site .

20

355

7105

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T.No.10/PJP;Providing independent earthing by excavating a trench to a depth of 2.1 m in all soils, as per size specified in the data, using 40mm dia 'B' class G.I pipe of 2.5 m length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of slat and charcoal in layers and all labour charges etc., complete for small quarters for finished item of work as directed by Engineer in charge.

1

4766

4767

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T.No.10/PJP;Supply of 900 mm (36") / 1200 mm (48") / 1400 mm (56") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories Including Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

8

4126

33011

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T.No.10/PJP;Supply and Transportation and fixing of 20W +/- 10%, >/ 2000 lumens, 1200mm length LEDretro tube light, housing made with glass body,wide operating voltage with Single / double side connection, PF=0.9, Surge protection: > 2KV,THD<15%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department and as per IS specifications, minimum CRI=80,.etc complete with 5 years warranty with BIS Certification. LUMINAIRE MAKE: Phillips / OSRAM / GE Venture / Wipro / Crompton / Bajaj / Havells / Jaquar / IB LED / Panasonic / Halonix / HPL / Syska /Eveready / Surya / Keselec / Arraystorm / GM / Goldmedal LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs.

11

639

7036

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T.No.10/PJP;Supply and fixing of 16A 3pin/6A 3pin plug socket with indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) on decolam sheet covered board including earth connection and all labour charges, etc., complete for finished item of work as directed by the Engineer in charge

5

312

1563

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T.No.10/PJP;Wiring with 2 runs of 14/0.3 mm (1.0 sqmm) PVC insulated F.R flexible copper cable (ISI MARK) Finolex or equivalent make in existing pipe with 6A switch, Ceiling rose both of anchor or equivalent make, and with 3 mm thick Hylam sheet covering to switch control box including all labour charges, cost of wire etc., complete for finished item of work as directed bye the Engineer in charge for light, fan points

18.75

346

6497

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T.No.10/PJP;Supply and Fixing of ISI 25mm outer dia medium (1.80mm thickness) grade with IS:9537 part 3 rigid PVC pipe of Sudhakar / Modi / Atul (ISI MARK) concealed in wal or roof slab l with 8 or 9 Module box Horizontal/Vertical all required accessories including masonary work and labour charges etc., complete.

44

84

3717

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T.No.10/PJP;Decolam deep box of size 8"x10"

5

115

580

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T.No.10/PJP;Decolam deep box of size 6"x8"

2

78

157

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T.No.10/PJP;Providing, supplying & fixing of Fixed Louvered Ventilator made out of multi chambered uPVC sections with Glazing bead shall be co-extruded with Grey colour soft PVC. having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having an overall size of 60 mm x 55 mm x 2.40 with reinforcement of 1 mm thickness and Mullion with overall size of 74 mm x 60 mm x 2.40 mm with reinforcement of 1 mm thickness. (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin).Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware. Wall thickness of frame & Mullion shall be 2.4 mm., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.

0.6

7279

4368

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T.No.10/PJP;Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter ? (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin)of (94 mm x 45 m)/(80mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.

14.04

8088

113560

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T.No.10/PJP;Providing and fixing 30mm thick FACTORY MADE BOTHSIDE PRELAM SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of MS. Tubes of 19gauge thickness and size of 19mmX19mm for stiles, top and bottom rails. MS. Frame shall have a coat of steel primers of approved make and manufacture. MS. Frame covered with 5mm thick heat moulded Prelam Pac ?C? channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 450 angle on either side forming stiles; and 5mm thick, 95mm wide Prelam Pac sheet out of which 75mm shall be flat and 20mm shall be tapered in 450 on the inner side to form top and bottom rail 115mm wide Prelam Pac sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. 10mm (5mmX2) thick, 20mmwide cross Pac sheet shall be provided as gap insert for top and bottom rail. Paneling of 5mm thick both side Prelam Pac sheet to be fitted in the MS. Frame welded/ sealed to the stiles & rails with 7mm(5mm+2mm) thick X 15mm wide Pac sheet beading on inner side, and joined together with solvent cement adhesive etc. an additional 5mm thick Pac strip of 20mm width is to be stuck on the interior side of the ?C? channel using Pac solvent cement adhesive etc. complete as per direction of Engineer ? in-charge,

14.91

2424

36150

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T.No.10/PJP;Flooring with Ceramictiles set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

11.63

978

11377

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T.No.10/PJP;Raised pointing in C M (1 : 3 ) for outer faces of CR masonry including cost & convyance of all materials, labour charges etc complete.

25.54

104

2670

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T.No.10/PJP;Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

35.64

6759

240915

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T.No.10/PJP;Flooring with 25mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

70.66

781

55185

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T.No.10/PJP;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

91.95

494

45501

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T.No.10/PJP;Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

2650

77

205110

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T.No.10/PJP;h).For Roof Slab

11.03

10189

112394

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T.No.10/PJP;g). Beams

6.13

11690

71664

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T.No.10/PJP;f)Sunshades &Chajjas

0.54

7057

3811

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T.No.10/PJP;e)Lintels

0.66

10083

6655

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T.No.10/PJP;d)Columns

4.23

9977

42205

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T.No.10/PJP;c).Plinth beams

3.12

10280

32076

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T.No.10/PJP;b).For ColumnPedastal

1.33

8211

10922

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T.No.10/PJP;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work.

5.36

7651

41013

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T.No.10/PJP;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

64.19

489

31396

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T.No.10/PJP;Construction of CR masonry 2nd sort in CM (1:6) prop. Using HG stone including cost and convyance of all materials and labour charges etc.for basement

22.64

4829

109346

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T.No.10/PJP;Construction of RR masonry in CM (1:6) prop. Using HG stone including cost and convyance of all materials and labour charges etc. for foundation

33.28

4866

161962

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T.No.10/PJP;Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level. (CA:0.90 cum, FA:0.45 cum)

13.48

4527

61032

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T.No.10/PJP;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

81.89

215

17611



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