Public Works Department-PWD has published Construction Of Gate In The Name Of Baba Banda Singh Bahadur On Kala Amb Shahbad Road ( Sh-04 ) At Km . 59 . 00 Shahbad In District Kurukshetra ( Cm Announcement Code No . 18560 Dated 24 . 06 . 2017 ) . . Submission Date for this Tender is 10-02-2021. Fabrication Work Tenders in Kurukshetra Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Feb-2021 | Revised Schedule | Date | 10-02-2021 |
| Name of Work: Construction of Gate on the name of Baba Banda Singh Bahadur on Kala Amb Shahbad Road (SH-04) at Km. 59.00 Shahbad in District Kurukshetra (CM Announcement Code No. 18560 dated 24.06.2017). | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation, trenchs,etc. in all kind of soils, not exceeding 2 metres depth including dressing of bottom and sides of trends stacking the excavation soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layrs with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6) | BI01010001010000000000000515BI0100001113 | 378.14 | Cum |
| 2 | 2 | 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 6.13a) | BI01010001010000000000000515BI0100001114 | 189.07 | Cum |
| 3 | 3 | Cement concrete 1 : 3 : 6 with stone aggregate 20 mm Nominal size in a foundation and plinth. (HSR 10.40) | BI01010001010000000000000515BI0100001115 | 161.47 | Cum |
| 4 | 4 | Pre-cast cement concrete 1:2:4 with stone agregate 20 mm nominals size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position complete at the ground level or in first storey. (HSR 10.78) | BI01010001010000000000000515BI0100001116 | 90 | Cum |
| 5 | 5 | Cement concrete 1:1:2 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86 + 10.95 (b)) | BI01010001010000000000000515BI0100001117 | 112.97 | Cum |
| 6 | 6 | Cement concrete 1:1:2 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement and including centring and shuttering laid in position complete in all respects (For work upto 1.5 Mtr below ground level)\nNote (a)\nFor work below 1.50 metres depth below ground level, add Rs. 6.00 per cum for every additional depth of 4 metres, or part thereof, in the above rate of Item NO. 10.90\nNote (b)\nReinforced cement concrete column or reinforced cement concrete wall portion above the top of pedestal level and above top of beams, in foundation, shall be payable as per rates, given above for respective item. (HSR 10.90 + + 10.95 (b))\n | BI01010001010000000000000515BI0100001118 | 106.01 | Cum |
| 7 | 7 | Precase chequered terrazzo tiles 22 mm thick 14.46. Precase chequered terrazzo tiles 22 mm thick in cement with marble chips of size and colour as required, laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry mixed with pigment to match the shade of tiles between joints and over the base in floors, treads of steps and landings, including rubbing and polishing. (HSR 14.46) | BI01010001010000000000000515BI0100001119 | 1200 | Sqm |
| 8 | 8 | 10 mm thick cement plaster 1:3 (HSR 15.2) | BI01010001010000000000000515BI0100001120 | 270 | Sqm |
| 9 | 9 | 12 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded (HSR 15.76) (a) | BI01010001010000000000000515BI0100001121 | 213.83 | Sqm |
| 10 | 10 | Applying priming coat with metal primer on new steel or iron work including preparation of surface.(HSR16.9) | BI01010001010000000000000515BI0100001122 | 900 | Sqm |
| 11 | 11 | Painting two coats with anticorrosive bitumastic paint on new work to give an even shade on C.I. pipes etc (HSR-16.22) | BI01010001010000000000000515BI0100001123 | 900 | Sqm |
| 12 | 12 | Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25) | BI01010001010000000000000515BI0100001124 | 2265.95 | Sqm |
| 13 | 13 | Painting lines, dashes, arrows letters etc. on roads, air fields like in one coat with road marking paint brushing including clean- ing the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved- c) upto 10 cm in width (white and yellow spirit based paints) (HSR 16.78) | BI01010001010000000000000515BI0100001125 | 800 | Sqm |
| 14 | 14 | Providing two coats of exterior acrylic emulsion paint. (HSR 16.79) (a) 1st quality | BI01010001010000000000000515BI0100001126 | 1600 | Sqm |
| 15 | 15 | Providing and applying two coats of white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finsihing including lost of carriage of all material labour chages scappolding sundries etc complete (HSR 16.81) | BI01010001010000000000000515BI0100001127 | 465.95 | Sqm |
| 16 | 16 | Providing and fixing aluminium work for door windows, ventilators and partitions with extruded built up standard tubulur section/appropriate Z sections and other approved make conforming to IS733 and IS1285 (HSR-17.95) | BI01010001010000000000000515BI0100001128 | 80 | Kg. |
| 17 | 17 | Structural steel work in compound girders or stanchions built up from two or more R.S. joists or channel section or plates, angle etc. welded including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, welding rods, etc. complete with flange plates, heads, sole plates, angle connections, etc., with hoisting and erecting in positing with two or more channels, or plates or angle irons, etc (HSR18.9 b) Note:-Rate including designing truss and fabrication up to 20 Mtr. high | BI01010001010000000000000515BI0100001129 | 140 | Qtl. |
| 18 | 18 | Supplying M.S. Bolts of required sizes with nuts and washers complete Supplying M.S. round holding down or Anchor bolts with nuts and washers complete (HSR-18.15 (b) | BI01010001010000000000000515BI0100001130 | 300 | Kg. |
| 19 | 19 | Fe-500 EQR TMT steel bars for RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (HSR 18.22) | BI01010001010000000000000515BI0100001131 | 218.98 | Qtl. |
| 20 | 20 | Supplying at site of work well-decayed farm-yardmanure, from any available source, approved by the Engineer-in-charge including screening and stacking. (HSR 33.1) | BI01010001010000000000000515BI0100001132 | 100 | Cum |
| 21 | 21 | Supplying at site of work sludge duly stacked at site. (HSR 33.3) | BI01010001010000000000000515BI0100001133 | 100 | Cum |
| 22 | 22 | Spreading of sludge, farm-yard manure or/and good earth in required thickness (Cost of sludge, farm-yard manure or/and good earth to be paid for separately) (HSR 33.8) | BI01010001010000000000000515BI0100001134 | 800 | Cum |
| 23 | 23 | Mixing earth and sludge or farm yard manure in proportion specified or as directed. (HSR 33.9) | BI01010001010000000000000515BI0100001135 | 800 | Cum |
| 24 | 24 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. (HSR 33.11) | BI01010001010000000000000515BI0100001136 | 2000 | Sqm |
| 25 | 25 | Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately)- (HSR 33.21) (i) Hole 1.2 metres dia and 1.2 metres Deep. | BI01010001010000000000000515BI0100001137 | 100 | Each |
| 26 | 25.1 | (ii) Hole 0.60 metres dia and 0.60 metre Deep. | BI01010001010000000000000515BI0100001138 | 150 | Each |
| 27 | 26 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes (DSR 10.16.2) | BI01010001010000000000000515BI0100001139 | 1800 | Kg. |
| 28 | 27 | Stainless Steel PVD (Physical Vapour Diposition) coated (Conforming to SS-304 Grade, SB/ No.4 Finish) Cladding covering Stainless Steel Pipe Frame Structure with 1.5mm thick sheet (colour as approved) CNC irregular patterns laser cut & CNC bend fixed to 50x20x1.5mm thick runners welded main pipe structure. Top cladding panels to be openable with suitable locking system for maintenance & replacement of electrical items/lights, with weather sealant filled at joint to prevent water seapage as per approved drawing /details as per direction of E.I.C. | BI01010001010000000000000515BI0100001140 | 4300 | Kg |
| 29 | 28 | Stainless Steel Letter signage in English / Hindi (Conforming to SS-304 Grade, Satin Finish) i.e. "BABA BANDA SINGH BAHADUR DWAR" consisting of 2mm & 1.5mm Thick CNC Laser Cut & Argon TIG welded SS sheet with 50x50x2 thick support frame and 40x40x1.5mm Thick Internal letter supprort structure, fixed above of Truss structure approximately at 10.0 to 15.0 Mtr. height as per approved drawing /details and as per direction of E.I.C. | BI01010001010000000000000515BI0100001141 | 893 | Kg. |
| 30 | 29 | Providing and fixing ACP sheet complete fixed with aluminium frame (NS) | BI01010001010000000000000515BI0100001142 | 25 | Sqm |
| 31 | 30 | 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 stainless 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR-10.28) | BI01010001010000000000000515BI0100001143 | 330 | Kg, |
| 32 | 31 | Providing and fixing 5-7 mm thick FRP dome as shown in the drawing at all heights complete in all respects including chissling, making good the same in its original condition. 5-7 mm thick FRP minarets Dome (as shown in drawing) size 10"x 10" foot Cener Dome as per requirement. | BI01010001010000000000000515BI0100001144 | 1 | Each |
| 33 | 32 | Providing and fixing 5-7 mm thick FRP dome as shown in the drawing at all heights complete in all respects including chissling, making good the same in its original condition. 5-7 mm thick FRP minarets Dome (as shown in drawing) size 7'-5"x 8" foot Right and left side Dome. | BI01010001010000000000000515BI0100001145 | 2 | Each |
| 34 | 33 | Earth work in excavation, in ordinary soil, and filling, in 25 cm layers, including loading, unloading, carriage of earth, ramming, watering, consolidation and compensation of earth etc. complete with good earth brought from outside for any lead and lift complete in all respects as per site requirement and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001146 | 970 | Cum |
| 35 | 34 | Supplying and grassing with Selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 5 cm apart in both directions. | BI01010001010000000000000515BI0100001147 | 2000 | Sqm |
| 36 | 35 | Providing and fixing M.S flat iron tree guard 60 cm dia and 2 m high above ground level formed of 4 Nos 25 x 6 mm and 8 nos 25 x3 mm vertical M.S. flat, riveted/welded to 3 nos 25 x 6 mm M.S. flats iron rings in two Halves, bolted together with 8 mm dia and 30 mm long bolts complete in all respects (including welding rods) or any design of tree guard specified) including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick MS sheet of size 250 x 100 mm shall be welded to the tree guard near the middle height and lettered with approved name. The tree guard shall be suitably fixed to the; ground by embedding four legs of tree guards in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respects as per satisfaction and direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001148 | 250 | Each |
| 37 | 36 | Supplying, stacking and planting following plants well developed in big size HDPE bags as per directions of the Engineer-in-Charge. (a) Bottle Palm Plant of height 270 - 300 cm, bottom girth 40 - 50 cm | BI01010001010000000000000515BI0100001149 | 30 | Each |
| 38 | 36.1 | (b) Ficus Benjamina (Green) plant of height 150 - 165 cm bushy with healthy branches and lush green foliage | BI01010001010000000000000515BI0100001150 | 30 | Each |
| 39 | 36.2 | (c) Fish tail palm plants of height 210 - 240 cm, bottom girth 25-30 cm | BI01010001010000000000000515BI0100001151 | 28 | Each |
| 40 | 36.3 | (d) Fox tail palm plants of height 240 - 270 cm bottom girth 35 - 40 cm | BI01010001010000000000000515BI0100001152 | 29 | Each |
| 41 | 36.4 | (e) Plumeria Alba plant of height 165 - 180 cm with 3 to 4 branches and thick stem. | BI01010001010000000000000515BI0100001153 | 25 | Each |
| 42 | 36.5 | (f) Polyalthia Longifolia (Ashok) plant of height 180 - 195 cm in gunny bag of size 30 cm. | BI01010001010000000000000515BI0100001154 | 20 | Each |
| 43 | 36.6 | (g) Calliandra hybrida of height 105 -120 cm well branched, bushy. | BI01010001010000000000000515BI0100001155 | 25 | Each |
| 44 | 36.7 | (h) Ficus Panda of height 90 - 105 cm with 10 - 12 branches and healthy foliage, well formed in cement pots of size 30 cm. | BI01010001010000000000000515BI0100001156 | 28 | Each |
| 45 | 36.8 | (i) Hibiscus variegated of height 60 - 75 cm with 8-10 branches and healthy variegated foliage in cement pots of 35 cm. | BI01010001010000000000000515BI0100001157 | 35 | Each |
| 46 | 37 | Supplying and stacking of seasonal seddling / cutting at site of work well developed and healthy, free from disease in protray and each portray having 100 nos. plants as per direction of the Engineer-in-charge: - (a) Marigold inca hybrid | BI01010001010000000000000515BI0100001158 | 10 | Tray |
| 47 | 37.1 | (b) Petunia hybrid | BI01010001010000000000000515BI0100001159 | 10 | Tray |
| 48 | 37.2 | c) Cosmos hybrid | BI01010001010000000000000515BI0100001160 | 10 | Tray |
| 49 | 38 | Earth work in excavation, in ordinary soil, and filling, in 25 cm layers, in foundation and plinth including loading, unloading, carriage of earth, ramming, watering, consolidation and compensation of earth etc. complete under floor with earth brought from outside for any lead and lift complete in all respects as per site requirement and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001161 | 1347.61 | Cum |
| 50 | 39 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge (DSR 16.82). | BI01010001010000000000000515BI0100001162 | 6000 | Rmt. |
| 51 | 40 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)(DSR 16.85) | BI01010001010000000000000515BI0100001163 | 3000 | Rmt. |
| 52 | 41 | Note: In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. | BI01010001010000000000000515BI0100001365 |
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