Haryana Urban Development Authority-HUDA has published Construction Of Parking , Providing And Laying Of Water Supply And Sewerage Lines As Per Revised Plan Of Auto Market Hansi Supply , Laying And Consolidation Of Stone Metal For Soling Coat And Wearing Coat As Per Wbm Specification , Providing And Laying. Submission Date for this Tender is 18-03-2021. Parking System Tenders in Hansi Haryana. Bidders can get complete Tender details and download the document.
Name of Work: Construction of parking, providing and laying of Water Supply and Sewerage lines as per revised plan of Auto Market Hansi. “Supply, laying and consolidation of stone metal for soling coat and wearing coat as per WBM specification, providing and laying of 80mm thick interlocking paver block including supply and laying of earth, providing and fixing of precast kerbs of size 300 x 300 x 150mm, providing and laying of 100mm dia D.I. pipe, 200mm dia S.W. pipe line and construction of Lamphole chambers in Auto market Hansi and all other works contingent thereto”. (Including Three years mtc. and defect liability period free of cost) A/c Rs. 84.10 Lacs | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | App. Item Earth work in embankment including excavation in all kinds of soil or rock carriage including loading, unloading & laying of earth under floors in foundation and plinth as per specification for compaction in 15cm thick layers including watering and consolidating etc. complete. The complete rate to be quoted by the contractor shall be taken in account all allowances for labour hardness & wetness total lead & lift of soil & to the entire satisfaction of Engineer-in-charge conforming fully to PWD specification latest edition as per amendments till the date of final payment including watering and ramming.\nNote:- The item rate has been provided for supply of earth filling. The contr. should satisfy himself for the lead & source from where the earth will be available before tendering the Rates.\n | BI01010001010000000000000515BI0100001112 | 12065 | per cum |
2 | 2 | 24.1 Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed | BI01010001010000000000000515BI0100001115 | 6230 | per 100 sqm |
3 | 3 | App. Item Supplying, laying and consolidation of 100mm thick compacted layer of stone metal soiling coat to water bund macadam specification using stone metal @12.13 cum per 100 sqm area of size 63mm to 45mm (Sixty three millimeters to forty five millimeters) gauge hand broken of hard, durable tough stone uniform texture angular in shape & possessing as low water absorption as possible and free from thin or elongated, soft or disintegrated particles, dirt and other deleterious materials from any approved quarry. The physical requirement of the material will be as per MORT & H table no. 400-6 and the grading requirement will be as per MORT & H table no. 400-7. The nallah sand / moorum (screening) will be used as binding material @ 22% of the total quantity of the stone metal. The rates includes the cost of all materials i.e. stone metal, nallah sand/ moorum and labour for carrying the metals and spreading to templates screening and spreading the binding material and consolidating the stone metal and binding material to proper chamber with road roller completer in all respect to the satisfaction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001118 | 6230 | per sqm |
4 | 4 | App. Item Supplying, laying and consolidation of 75mm thick compacted layer of stone metal wearing coat to water bound macadam specification for filling of pot holes using stone metal @ 0.91 cum per 10 sqm area of size 53mm to 22.4mm (Fifty three millimeters to Twenty two point four millimeters) gauge hand broken of hard, durable tough stone uniform texture angular in shape & possessing as low water absorption as possible and free from thin or elongated, soft or disintegrated particles, dirt and other deleterious materials from any approved quarry. The physical requirement of the material will be as per MORT & H table No 400-6 and the grading requirement will be as per MORT & H table No400-7.\nThe nallah sand / moorum (screening) will be used as binding material @ 22% of the total quantity of the stone metal. The rates includes the cost of all materials i.e stone metal, nallah sand /moorum, and labour for carrying the metals and spreading to templates screening and spreading the binding material and consolidating the stone metal and binding material to proper chamber with road roller complete in all respects to the satisfaction of the Engineer-in-charge.\n | BI01010001010000000000000515BI0100001121 | 12460 | per sqm |
5 | 5 | 10.159 Providing and laying 80mm thick ISI marked interlocking paver blocks confirming to IS 15658-2006 / IRC SP-63 -2004 of all shapes and colour in design mix concrete M-40 over a bed of 30mm thick fine sand complete in all respect | BI01010001010000000000000515BI0100001124 | 6230 | per sqm |
6 | 6 | 6.6 Earth work in excavation in foundations, trenches etc. in all kind of soils not exceeding 2 meters 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 mtr. | BI01010001010000000000000515BI0100001127 | 10 | per 100 cum |
7 | 7 | 10.77 Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs 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 | BI01010001010000000000000515BI0100001130 | 31 | per cum |
8 | 8 | 15.73 Cement pointing on stone slab pavement with Cement mortar 1:2 | BI01010001010000000000000515BI0100001133 | 305 | per sqm |
9 | 9 | 6.8 (a) Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of retell, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil :-\nWithout timbering and shoring up-to 1.5 meters depth.\n | BI01010001010000000000000515BI0100001136 | 205 | per 100 cum |
10 | 10 | 28.61 (a) (i) Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.\nNote: E/W to be measured and paid separately\n100mm i/d \n | BI01010001010000000000000515BI0100001139 | 210 | per mtr. |
11 | 11 | 28.65 Providing, lowering, laying, aligning, fixing in position and jointing at all level / depths DI standard specials plain / flanged / socketed confirming to IS-9523-2000 with rubber ring (EPDM / SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.\nUpto 300mm dia \n | BI01010001010000000000000515BI0100001142 | 150 | per kg |
12 | 12 | 28.47 BAILING OUT WATER FROM THE TRENCHES FOR MAKING NEW CONNECTIONS IN FULLY CHARGED PIPE-LINES including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.\nSIZE OF THE MAIN WITH WHICH CONNECTION IS TO BE MADE:-\nUpto 200 mm internal dia meter.\n | BI01010001010000000000000515BI0100001145 | 2 | Each |
13 | 13 | 6.10-6.12 Excavation of trenches in streets lanes or in open areas of storm sewer, sewers running by gravity and manholes to full depths as shown in Drawings including shoring, timbering of poling Boards frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15cm layers ramming and restoration of un-metalled or unpaved surface to original condition and removal of surplus soil, from site of work upto a lead of 1 Km in ordinary soil. \nFor depth of excavation not exceeding 3 mtr. below ground level.\n | BI01010001010000000000000515BI0100001148 | 735 | per 100 cum |
14 | 14 | 10.28 Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001151 | 28 | per cum |
15 | 15 | 10.28+Note (e-ii) Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth | BI01010001010000000000000515BI0100001154 | 12 | per cum |
16 | 16 | 10.29 Cement concrete 1:8:16 with stone aggregate 20mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001157 | 40 | per cum |
17 | 17 | 10.67 Providing & 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.). | BI01010001010000000000000515BI0100001160 | 36 | per cum |
18 | 18 | 10.67+Note (e-ii) Providing & 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.). | BI01010001010000000000000515BI0100001163 | 7 | per cum |
19 | 19 | 10.41 Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth | BI01010001010000000000000515BI0100001166 | 4 | per cum |
20 | 20 | 11.23+Note (vi-a) First class brick work laid in cement stone dust (from crusher) mortar 1:5 in foundation & plinth | BI01010001010000000000000515BI0100001169 | 48 | per cum |
21 | 21 | 11.23 First class brick work laid in cement stone dust (from crusher) mortar 1:5 in foundation & plinth | BI01010001010000000000000515BI0100001172 | 18 | per cum |
22 | 22 | 15.3 12mm thick cement plaster 1:2 | BI01010001010000000000000515BI0100001175 | 80 | per sqm |
23 | 23 | 15.75 Cement rendering on plaster 1mm thick. | BI01010001010000000000000515BI0100001178 | 80 | per sqm |
24 | 24 | 18.22 Steel reinforcement TMT bars FE-500/ 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, bangers and annealed steel wire etc. and placing in position complete in all respect for all heights / depths / storey’s / basements etc.\nNote:- Reinforcement shall be measured in length including 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 reinforcement.\n | BI01010001010000000000000515BI0100001181 | 43 | per qtl |
25 | 25 | 9.1 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal. | BI01010001010000000000000515BI0100001184 | 20 | per sqm |
26 | 26 | 9.5 Centering and shuttering for faces of valves partitions, retaining walls, well staining and the like vertical or battering including attached pilasters, butters etc | BI01010001010000000000000515BI0100001187 | 55 | per sqm |
27 | 27 | 9.13 Shuttering for faces of concrete foundation and foundation beams (vertical and battering). | BI01010001010000000000000515BI0100001190 | 75 | per sqm |
28 | 28 | 29.95 Providing salt glazed stone ware pipes grade-A in standard length of 600mm each pipe marked with IS:651 and there lowering, cutting, jointing and testing as described in HSR item No. 29.38, 29.39, 29.40 including the cost of jointing materials as wells as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to the Engineer in charge.\n200mm i/d \n | BI01010001010000000000000515BI0100001193 | 535 | per mtr |
29 | 29 | 29.94 Providing and fixing of SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge.\nType: - Extra heavy duty set (HD-20) 560mm clear opening.\n | BI01010001010000000000000515BI0100001196 | 21 | Each |
30 | 30 | 29.28 Providing and fixing steel bar remended plasting step of size 263mm x 165 mm of orange colour, confirming to specification in pump chambers main hole etc. having minimum 3mm thick poly propylene polymer confirming to IS 10910 encapsulated of 12mm dia ribbed steel bars as per IS 1786.\nThe rate includes cost of setting the same to correct lines and levels duly amended in 1:2:4 cement concrete including carriage loading, unloading stacking, handling, re-handling etc. complete in all respects to the satisfaction of the Engineer-in-charge.\n | BI01010001010000000000000515BI0100001199 | 105 | Each |
31 | 31 | 29.57 PROVIDING MASONRY PLUGS to ends of sewers of all types WITH 11.43 CM THICK brick WALL IN CEMENT SAND MORTAR 1:7 WITH 12 MM THICK CEMENT PLASTER 1:6 as required by the Engineer-in-charge | BI01010001010000000000000515BI0100001202 | 42 | Each |
32 | 32 | App.item Supply and laying of Yamuna sand under the bed of RCC slab in Lamphole chamber is to be constructed on sewerline where the sewerline is to be laid above from firm ground level complete in all respect as per entire satisfaction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001205 | 23 | per cum |
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