Haryana Urban Development Authority-HUDA has published Construction Of Pus Public Utility Services , Parking Pavement And Other , Related Works In Shopping Centre , Old Jail Land Gurugram Construction Of Pus Public Utility Services , Parking Pavement And Other , Related Works In Shopping Centre , Old Ja. Submission Date for this Tender is 25-03-2020. Road Work Tenders in OLD JAIL LAND GURUGRAM Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: - Construction of PUS (Public Utility Services), Parking, pavement and other, related works in Shopping Centre, Old Jail Land Gurugram. “Earth work in embankment, collection and carriage of coarse aggregate, RMC M-40 grade, construction of toe wall, providing and laying 80mm thick interlocking paver and all other works contingent thereto.” A/c Rs. 59.00 lacs | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (Appd. item) Earth work in Embankment including excavation in all kinds of soil (as per design) road cutting, carriage including loading, unloading and laying earth as per specification for compaction after breaking the clods in 25cm layers rolling with road roller as per 6.2kg (v) of HSR and watering. The complete rates to be taken into account all allowances for labour, hardness and wetness, total lead and lift, compensation & royalty of soil taken from private land owner to site of work to the entire satisfaction of the Engineer Engineer-In-Charge confirming fully to PWD specification 1990 editions as per amended till date. The measurement, deduction shall be made as per Haryana PWD Specification. | BI01010001010000000000000515BI0100001113 | 1875 | Per Cum |
| 2 | 2 | (Appd. item) Lifting of Malba complete in all respect as per satisfaction of Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 1790 | Per Cum |
| 3 | 3 | 24.1 Preparation of sub grade including trenching rough dressing of soil final dressing of the earth to give levels and chamber and rolling with road roller and compacting the bed. | BI01010001010000000000000515BI0100001115 | 665 | Per 100 Sqm. |
| 4 | 4 | (Appd. Item)Collection and carriage of course aggregate 63mm-45mm gauge hand broken from hard and durable and stone free from excess flate elongated soft dirt and other deleterious material. The Material shall be uniform textures compact heavy and dark coloured. The light coloured sandy layerite as well as those containing much clay shall be rejected. The aggregate shall be supplied from any approved quarry duly screened and stacked along road side as per specification of Engineer-In-Charge. The stacks of coarse aggregate shall be of 1Mx2Mx40cm clear of formation width and parallel to the center - line of the road stacked separately as desired by the Engineer-In-Charge. The deduction will be made as per table No.400.9 of MORT&H specification as per latest amendment. The grading of course aggregate shall be given the table No. 400.9 of grading No.1 as under:- \nSize rage IS sieve %age by weight\n designation passing the sieves\n63mm-45mm 75mm 100-00\n 63mm 90-100\n 53mm 25-75\n 45mm 0-15\n 22.4mm 0-5 | BI01010001010000000000000515BI0100001116 | 66 | Per Cum |
| 5 | 5 | 24.7 Laying and consolidation of Stone soiling and coat water bound macadam specification, carrying the metal from stacks and spreading the binding material to proper chamber with road roller excluding the cost of templates barriers and lighting arrangement and chowkidars. | BI01010001010000000000000515BI0100001117 | 66 | Per Cum |
| 6 | 6 | 10.40 Cement Concrete 1:3:6 with stone aggregate 20mminal size foundation and plinth. | BI01010001010000000000000515BI0100001118 | 132 | Per Cum |
| 7 | 7 | (Appd. item) Providing and laying in position separation membranes of 125 micron thick impermeable plastic sheet of make IPCL shivalik or equipment make in transparent colour over the surface of DLC complete in all respect as per entire satisfaction of Engineer-In-charge | BI01010001010000000000000515BI0100001119 | 665 | Per Sqm. |
| 8 | 8 | (Appd. item) Providing and laying machine bathed, machine mixed and machine vibrator ready mix cement concrete (RMC) of grade M-40 with cement contents not less than 420kg/Cum imparting minimum compressive strength of 40Mpa. & minimum flexural strength of 4.5 Mpa at 28 days. The slump valve will be in the range of 30+15mm for laying on road including the cost of steel form work with sturdy M.S. channel including cost of admixture in recommended proportion (as per IS 9103) to accelerate retard setting of concrete improve workability without impairing strength and durability and including pumping concrete with pump if required. The R.M.C has to be procured from plant of L & T /Birla/ ACC at Faridabad & Gurugram equally located distance. The finishing of the laid cement concrete with surface vibrator and mech. Thrower including cost of curing for 28 days barrier, diversion of traffic and lighting arrangement and Chowkidar etc. Complete in all respect as per satisfaction of the Engineer-In-Charge. (Cement required for RMC will be arranged by contractor at his own cost). | BI01010001010000000000000515BI0100001120 | 155 | Per Sqm. |
| 9 | 9 | (Appd. item) Providing and making saw cut transverse contraction joint/ as per approved drawing provided at maximum distance of 4.0M including the cost of covering of dowel bars with thin plastic sheet for at least 60% of length from one end initially 3 to 4mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab and including cost of sealing temporarily with joot rope. At the time of sealing joint 5mm compressible de-bounding strips with paperback shall be inserted to bottom of groove. The groove shall be filled with polusulphic / silicon sealant. The sealant shall be applied slightly to a lower level than slabs with a tolerance of 2+1mm complete in all respect as per approved design and entire satisfaction of Engineer-In-Charge | BI01010001010000000000000515BI0100001121 | 150 | Per Mtr |
| 10 | 10 | (Appd. item) Providing & fixing saw cut longitudinal joints between 2 lane including cost of protective coating of bitumen paint for 75mm on each side of joints on the bared initially 3mm to 4mm wide cut shall be made up to 1/3 depth of slab & sealed temporarily with a jute rope. At the time of sealing of joint temporary seal shall be taken out and 6mm to 8mm wide groove shall be made upto a depth of 17mm, before sealing the joint 2mm thick compressible de-bonding strips with paperback shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/ slightly to a lower level than slab with a tolerance of 2+1mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 150 | Per Mtr |
| 11 | 11 | 18.21 Mild steel reinforcement for RCC works were not included in the complete rates of RCC including bending and binding and placing complete fixed in position. | BI01010001010000000000000515BI0100001123 | 150 | Per Qtl. |
| 12 | 12 | (Appd. item) Extra for making rough surface of the cone pavement for prov. Non slippery surface by mech. Cuter for safe playing of vehicles as per entire satisfaction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001124 | 665 | Per Sqm. |
| 13 | 13 | 6.6 Earth work in excavation in foundation trenches etc. in all kind of soil, not exceeding 2 Mtrs. depth including dressing of bottom and sides of trenches stacking of excavated of 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 Mtrs. | BI01010001010000000000000515BI0100001125 | 220 | Per 100 Cum |
| 14 | 14 | 10.28Cement concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. Say | BI01010001010000000000000515BI0100001126 | 105 | Per Cum |
| 15 | 15 | 11.22 First class brickwork laid in cement, stone dust (from crusher) mortar 1:6 in foundation and plinth. | BI01010001010000000000000515BI0100001127 | 175 | Per Cum |
| 16 | 16 | 15.11 15mm thick cement plaster 1:5. | BI01010001010000000000000515BI0100001128 | 320 | Per Sqm. |
| 17 | 17 | 10.77+Note Pre-cast cement concrete 1:2:4 with stone aggregate 20mm nominal size in kerbs and the like items, finished smooth with 6mm 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. Extra over item No. 10.79 to 10.94 if 1: 1½: 3 mixed is used, instead of 1:2:4. | BI01010001010000000000000515BI0100001129 | 40 | Per Cum |
| 18 | 18 | 10.159 Providing and Laying 80mm thick ISI Marked interlocking paver Blocks (confirming to IS 15658 2006) IRC SP63-2004 of all shapes and colours of design mix cement M0-40 over a bed of 30mm thick fine sand complete in all respect. | BI01010001010000000000000515BI0100001130 | 1410 | Per Sqm. |
| 19 | 19 | NS Providing and fixing Granite Stone on middle rea complete in all respect. | BI01010001010000000000000515BI0100001131 | 190 | Per Sqm. |
| 20 | 20 | 6.8 Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with 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 refill 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. Without timbering and shoring up to 1.5 metres depth. | BI01010001010000000000000515BI0100001132 | 40 | Per 100 Cum |
| 21 | 21 | (Appd. item) Providing , Stringing out D.I pipes (K-9) and specials castings along trenches and laying the same in trenches to correct, alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 100mm i/d D.I. pipe line laid complete. | BI01010001010000000000000515BI0100001133 | 60 | Per Mtr |
| 22 | 22 | 28.64 Jointing D.I. socketted pipes, valves & specials with rubber tyton joints fitted complete including cost of labour & tools etc and tested complete in all respect as per direction and satisfaction of Engineer-in-Charge.= 100mm i/d D.I. pipe line. | BI01010001010000000000000515BI0100001134 | 11 | Each |
| 23 | 23 | 28.63 Cutting D.I. pipes and specials and chipping or filling the surface to a uniform finish complete in all respect as per direction and satisfaction of Engineer-in-Charge. | 11 | Each | |
| 24 | 24 | 28.62 Making flanged joints for D.I. pipes, valves or specials complete in all respect as per direction and satisfaction of Engineer-in-Charge. (Excluding cost of nut & bolt but including cost of rubber insertion) 100mm i/d D.I. pipe line laid complete. | 11 | Each | |
| 25 | 25 | (Appd. item) Providing and fixing jointing of C.I/ D. I. flganged or socketted specials of sizes 100mm to 400mm confirming to B.S: KN: S45/1995 class 'A' series K-12 with latest revision of reputed make like electro steel, casting ltd. complete in all respect to the satisfaction of the Engineer-in-Charge. (Testing is responsibility of agency) | 75 | Per Kg | |
| 26 | 26 | 6.10 a Excavation of trenches in streets, lanes or in open areas for 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 boards, refilling of trenches, watering of refill, in 15 cm. 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. For depths of excavation not exceeding 3 meters below ground level. | 105 | Per 100 Cum | |
| 27 | 27 | 11.23 First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth. | 7 | Per Cum | |
| 28 | 28 | 10.41 Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. | 4 | Per Cum | |
| 29 | 29 | 15.3+15.75 12 mm thick cement plaster 1:2\nCement rendering on plaster 1mm thick.\n | 20 | Per Sqm. | |
| 30 | 30 | 10.82+10.95 Cement concrete 1:½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. | 2 | Per Cum | |
| 31 | 31 | 18.22 FEE - 500 D TMT steel bars for R.C.C., work, where not included in the complete rate of RCC including bending, binding and placing in position complete. The premia are based on Fe-500D, TMT steel bars of the primary steel producers such as TATA steel Ltd. SAIL, RINL, Jindal steel & power Ltd. (Jindal Panther) JSW steel ltd. and electro steel Ltd. or any other primary producer as approved by the direction committee of Haryana who are using iron are as the basic raw material/ input and having crude steel capacity of 2.0 million tons per annum and above. | 2 | Per Qtl. | |
| 32 | 32 | 29.95 Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600mm each pipe marked with is:651 and their lowering, cutting, jointing and testing as described in HSR item No.29.38, 29,39, 29.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc complete in all respects to the satisfaction to the Engineer-in-Charge = 200mmdia | 100 | Per Mtr | |
| 33 | 33 | 29.28 Providing and fixing steel bar embedded plastic step of size 263mm x 165mm of orange colour, confirming to specification, in pump chamber, manholes etc, having minimum 3 mm thick polypropylene polymer confirming to IS:10910 encapsulated on 12mm dia ribbed steel bars as per IS:1786. The rate include the cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in- charge. | 12 | Each | |
| 34 | 34 | 29.43 EXTRA OVER THE RATE laid down in this Schedule FOR CEMENT CONCRETE WORK FOR MAKING AND FINISHING BENCHING AND COMPLECATED FLOOR WORK IN MANHOLES, including formation of channels and bull nozing and smooth finishing the surface accurately to template. | 6 | Per Cum | |
| 35 | 35 | 29.94 Providing and fixing 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 respects to the satisfaction of Engineer-in-Charge.\nType:- Extra heavy duty set (HD-20) -560mm clear opening.\n | 4 | Each |
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