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Construction Of Foot Over Bridge To Connect Truma Center To Civil Hospital In Rewari District ( Cm Announcement No . 22170 Dated 14 . 06 . 2018 ) . ( Re-Invited ) Construction Of Foot Over Bridge To Connect Trauma Center To Civil Hospital In Rewari , Rewari-Haryana

Public Works Department-PWD has published Construction Of Foot Over Bridge To Connect Truma Center To Civil Hospital In Rewari District ( Cm Announcement No . 22170 Dated 14 . 06 . 2018 ) . ( Re-Invited ) Construction Of Foot Over Bridge To Connect Trauma Center To Civil Hospital In Rewari . Submission Date for this Tender is 01-10-2020. Foot Over Bridge Tenders in Rewari Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

25459768
Construction Of Foot Over Bridge To Connect Truma Center To Civil Hospital In Rewari District ( Cm Announcement No . 22170 Dated 14 . 06 . 2018 ) . ( Re-Invited ) Construction Of Foot Over Bridge To Connect Trauma Center To Civil Hospital In Rewari
Open Tender
Indian
Haryana
Rewari
01-10-2020

Tender Details

Construction Of Foot Over Bridge To Connect Truma Center To Civil Hospital In Rewari District ( Cm Announcement No . 22170 Dated 14 . 06 . 2018 ) . ( Re-Invited ) Construction Of Foot Over Bridge To Connect Trauma Center To Civil Hospital In Rewari District ( Cm Announcement No . 22170 Dated 14 . 06 . 2018 ) . ( Re-Invited )

Key Value

Document Fees
INR 15000 /-
EMD
INR 268000.0 /-
Tender Value
INR 1.33 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF FOOT OVER BRIDGE TO CONNECT TRAUMA CENTRE TO CIVIL HOSPITAL IN REWARI DISTT. (CM ANNOUNCEMENT NO. 22170 DATED 14.06.2018)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres [HSR 6.6] BI01010001010000000000000515BI0100001113 667.7 Cum (Per Cubic Metre)
2 2 Excavation including handling of materials, within 15 metres Inclusive of cost of explosive and dressing, compressed air Jumper work. (HSR 7.3) BI01010001010000000000000515BI0100001114 260.95 Cum (Per Cubic Metre)
3 3 Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13 (a)) BI01010001010000000000000515BI0100001115 406.75 Cum (Per Cubic Metre)
4 4 Providing & laying in position machine batched and machine mixed design mix M - 15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 240 Kg. / Cum). (HSR 10.64) BI01010001010000000000000515BI0100001116 15.6 Cum (Per Cubic Metre)
5 5 Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 340 Kg. / Cum).(HSR 10.67) BI01010001010000000000000515BI0100001117 155.78 Cum (Per Cubic Metre)
6 6 Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. \nNote:- Reinforcement shall be measured in length including in hooks, if any separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcements (HSR 18.22).\n BI01010001010000000000000515BI0100001118 712.36 Qtl. (Per Qtl.)
7 7 Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in position:-\nFor roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges (HSR 18.7) BI01010001010000000000000515BI0100001119 182.6 Qtl. (Per Qtl.)
8 8 Structural steel work in girders or stanchions built up of one joist or channel section riveted including cutting and fixing all gusset plates, bolts, nuts, rivets etc., complete with flange plates, heads, sole plates, angle connections, etc., with hoisting and erecting in position with one R.S. Joist (HSR 18.8 (a)) BI01010001010000000000000515BI0100001120 931 Qtl. (Per Qtl.)
9 9 Providing and fixing Multiwall Poly - carbonate sheet 10mm thick with Aluminum profile (Heavy), EPDM Gasket rubber fixed with steel screws, Silcon at joints. The work to be executed complete in all respects to the entire the satisfaction of the Engineer-In-charges (NS) BI01010001010000000000000515BI0100001121 330 Sqm (Per Square Metre)
10 10 Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect. (HSR 18.14) Canopy on stairs and main deck BI01010001010000000000000515BI0100001122 33 Qtl. (Per Qtl.)
11 11 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainlesss steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR 10.28) BI01010001010000000000000515BI0100001123 633 Kilogram (Per Kilogram.)
12 12 Providing and applying Painging two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jension, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charges in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.17) Through Rate BI01010001010000000000000515BI0100001124 2025.65 Sqm (Per Square Metre)
13 13 Painging two coats with aluminium paint on new work to give an even shade excluding priming coat. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jension, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charges in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.21) Through Rate BI01010001010000000000000515BI0100001125 2025.65 Sqm (Per Square Metre)
14 14 First class brick work laid in cement sand mortar 1:4 in wall, foundation and plinth. (HSR 11.4) BI01010001010000000000000515BI0100001126 22.66 Cum (Per Cubic Metre)
15 15 20mm Thick cement plaster 1:4 in two coats (HSR 15.15) BI01010001010000000000000515BI0100001127 44.6 Sqm (Per Square Metre)
16 16 Painting two coats with ready-mixed emulsion paint in all shades for interior use on bricks, plaster, cement, fibre-board etc. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jension, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charges in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.27) Through rate BI01010001010000000000000515BI0100001128 44.6 Sqm (Per Square Metre)
17 17 Base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. (HSR 14.1) BI01010001010000000000000515BI0100001129 8 Sqm (Per Square Metre)
18 18 White glazed tiles 10 cm x 10 cm, 5 mm thick in skirting and dado on 12 mm thick cement coarse sand plaster 1:3 in base and jointed with white cement slurry in joints, including bevelled corners. (HSR 14.48) (ii) BI01010001010000000000000515BI0100001130 8 Sqm (Per Square Metre)
19 19 Commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., (nonconiferous timber other than teak conforming to I.S. specification No.1003 kiln seasoned),shutters with vertical styles and rails, as specified in the statement No.1 (attached in the end of this chapter), with two Nos. plywood panels of the specified thickness, mentioned below, tongued and grooved including the cost of iron hinges, screws, chocks/cleats, stops, etc., complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same.(30mmThk.) (HSR 17.30 (b)) BI01010001010000000000000515BI0100001131 2.78 Sqm (Per Square Metre)
20 20 Clearing jungle including uprooting rank vegetation, grass bush wood, trees and saplings of girth up to 30cm measured at a heigh of 1 metre above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. (HSR 6.26) BI01010001010000000000000515BI0100001132 410.2 Sqm (Per Square Metre)
21 21 Earth work in embankment for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within any lifts and lead. (NS) BI01010001010000000000000515BI0100001133 205.1 Cum (Per Cubic Metre)
22 22 Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to table 400.1 of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting, with vibrator power roller to achieve desired density complete as per clause No.401 of MoRT&H specifications. Note:- 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer. (NS) BI01010001010000000000000515BI0100001134 65.63 Cum (Per Cubic Metre)
23 23 Providing and laying 150 mm thick Dry Lean Cement Concrete Sub –Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as per ISI marked provision MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition ) 2013.Note: - If cement contents are required more than 150 Kg. per cum to achieve strengthening it will be incidental to work and nothing shall be payable on this account. (NS) BI01010001010000000000000515BI0100001135 49.22 Cum (Per Cubic Metre)
24 24 Providing and laying 150 mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 360 Kg. per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement contents shall be 360 Kg. per cum of concrete. If job mix formula required more it shall be incidental to work and nothing shall be payable on this account. \nNote:- 1. In case of any difference in the unit & nomenclature of any of the HSR items of Civil, P.H, & E.I work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.\n2. Only reputed make material will be used (make / brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items / works at site. BI01010001010000000000000515BI0100001136 98.45 Cum (Per Cubic Metre)
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