Up-Gradation Of Roads By Providing Widening And Strengthening Of Samana Ram Nagar To Shaidipur Road In Kaithal Distt .

Tender Notice

27813087
Up-Gradation Of Roads By Providing Widening And Strengthening Of Samana Ram Nagar To Shaidipur Road In Kaithal Distt .
Indian
Haryana
04-05-2021
19-05-2021
20-05-2021

Tender Details

Up-Gradation Of Roads By Providing Widening And Strengthening Of Samana Ram Nagar To Shaidipur Road In Kaithal Distt .

Key Value

Document Fees
INR 15000 /-
EMD
INR 348000.00 /-
Tender Value
INR 1.74 Crore /-

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BOQ_226851.xls Tender Document-PRICE BID 255.00
Tendernotice_1.pdf Tender Document-ATTACHED 1112.23
EF3350C6-2FA6-4352-893D-058C508BA34C.html Tender Notice-Tender Notice 0
final.pdf Tender Document-ATTACHED 1098.63

Other Information

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BOQ Items

Name of Work: Up-gradation of roads by providing Widening and Strengthening of Samana Ram Nagar to Shaidipur road in Kaithal Distt.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Milling of distress bituminous layer upto 45m depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects.\nNote:- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item as mention in BOQ item No. 30. 704.92 P. Cum\n(Per Cubic Metre)
2 2 Earth work in excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. (HSR 6.2a) 1181.28 P. Cum\n(Per Cubic Metre)
3 3 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 (HSR 24.1) \nNote: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work. 7875.2 P. Sqm\n(Per Square Metre)
4 4 Supply collection and carriage of First class brick 22.86cm x11.11cmx6.86cm from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 bricks width and 10bricks height parallel to the center line of the road Bricks shall be free from saline deposits and shall be sand moulded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares aries and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks , chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition (NS). 71197 Each
5 5 Laying brick on end edging length-wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling (HSR 24.6(b)). 8560 P.Rmt.\n(Per running Metre)
6 6 Providing and laying 150 mm thick granular sub base consisting of drainge cum filter layer confirming to Table 400.1 Grading - III & VI 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 vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. \nNote: - 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).\n2. Material to be used and operations manufacturing shall be approved by engineer. 1181.28 P. Cum\n(Per Cubic Metre)
7 7 Providing and laying 150mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type 'B' compacting with 3 wheeled steel roller/ vibratory roller to achieve the desire density including lighting, guarding baricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th revision) of 2013 as per drawing and design directed by the Engineer complete in all respects (N.S.)\nNote: - 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).\n2. Material to be used and operations manufacturing shall be approved by engineer. 3531 P. Cum\n(Per Cubic Metre)
8 8 Providing and laying first coat surface dressing, including rolling with road roller etc. completed including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundre square metre. Clause 509 of MoRT&H specification. (5th eidition) 2013 (NS). 23540 P. Sqm\n(Per Square Metre)
9 9 Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.) 23540 P. Sqm\n(Per Square Metre)
10 10 Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS).\nNote: - Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95% anti-stripping agent will be used by contractor. The anti stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor.\n 23540 P. Sqm\n(Per Square Metre)
11 11 Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS). 23540 P. Sqm\n(Per Square Metre)
12 12 Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic material shall be of Asian Paint-Apcomark/ Berger-Sigmarc/ Prismo. The glass beads shall be of Potters/ Sovitec/ Fleolite. The thermoplastic material shall be sampled and tested in accordance with approporiate ASTM/ BS method. The contractor shall furnish to the Engineer-in-charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods \nmentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of \nsurface of glass beads . the method of thickness measurement shall be in accordance with appendix B and C \nof BS:3262 (part-3). Note: - Before start of work the contractor shall given brand, batch no., manufacturing date \nof thematerial to be used and get approved the same from Engineer-In-Charge before use. 189.2 P. Sqm\n(Per Square Metre)
13 13 Reinforced Cement Concrete 1:2:4 Kilometre Stone of Standard design, fixed in position, including finishing and including painting- (HSR 10.129(ii) + 16.75 (b (ii)) Ordinary KM stone. 4 Each
14 14 Providing and fixing RCC village Boards 1.85x0.90x0.075mtr with 1:1½:3 including cost of steel and 6mm thick CM plaster 1:4, loading and un-loading carriage at site of work, fixing of site in CC 1:4:8 and painting sign board with synthetic enamel paint two coat complete in all respect as per drawing and design. (NS) 4 Each
15 15 Providing and fixing public information board consisting 75mm GI pipe of size 2.45 m x 1.15m with 900mm x 900mm GI Sheet 16 gauge connected/ welded with 5mm thick steel plate of 50mm dully painted as per column mentioned in the drawing and fixing at site in 60x60x75 cm cement conrete 1:2:4 block complete in all respect. 2 Each
16 16 Preparation of berms including filling of earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section-5 \nNote:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.\n 4.28 P. Km.\n(Per Killo Metre)
17 17 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) 2716.12 P. Cum\n(Per Cubic Metre)
18 18 Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (i) dry brick work (HSR 8.5(i). 148.33 P. Cum\n(Per Cubic Metre)
19 19 Cement Concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.32) 3.08 P. Cum\n(Per Cubic Metre)
20 20 Cement Concrete 1:4;8 with Stone Aggergate 40 mm nominal size in foundation & Plinth (HSR 10.39) 526.84 P. Cum\n(Per Cubic Metre)
21 21 Cement concrete 1:2:4 with stone agg. 20 mm nominal size in foundation & Plinth (HSR 10.41) 130 P. Cum\n(Per Cubic Metre)
22 22 Cement Concrete 1:1½:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60) 3.28 P. Cum\n(Per Cubic Metre)
23 23 Cement concrete 1:1½:3 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 centring and shuttering, laid in position complete in all respects. (HSR 10.82+10.95a) 134.08 P. Cum\n(Per Cubic Metre)
24 24 First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4) 812.8 P. Cum\n(Per Cubic Metre)
25 25 Pdg. Brick-on edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1:2 on top (HSR 14.23) 20.2 P. Sqm\n(Per Square Metre)
26 26 12 mm thick cement plasters 1:4 Cement (HSR 15.5) 1800 P. Sqm\n(Per Square Metre)
27 27 Cement pointing 1:2 deep variety on brick and tile work. (15.60) 109.8 P. Sqm\n(Per Square Metre)
28 28 Steel reinforcement TMT bars FE-500 EQR/ FE-500 D grade 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 respect for all heights/ depths/ storeys/ basements etc.\nNote: - Reinforcement shall be measured in length including heoks, 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 method for binding and placing shall not be measured and cost of these items shall be deemade to be included in the rates for reinforcement. (HSR 18.22). 122.68 P. Qtl\n(Per Qunital)
29 29 Recovery items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :-\ni). Old Bituminious material @ Rs.1391/- P.Cum 563.93 P. Cum\n(Per Cubic Metre)
30 30 ii). Old bricks @ Rs.4.50/- EACH 11392 Each
31 31 iii). Brick bats @ Rs.400/- P.Cum\nNote: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.\nNote: 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. 94.93 P. Cum\n(Per Cubic Metre)
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