Construction Of Road From Kharal To Bailerkha In Jind Distt .

Tender Notice

27812764
Construction Of Road From Kharal To Bailerkha In Jind Distt .
Indian
Haryana
04-05-2021
24-05-2021
25-05-2021

Tender Details

Construction Of Road From Kharal To Bailerkha In Jind Distt .

Key Value

Document Fees
INR 15000 /-
EMD
INR 738000.00 /-
Tender Value
INR 2.36 Crore /-

Attachment

FileName File Description File Size
Tendernotice_1.pdf Tender Document-DNIT 924.21
C2670300-C8C6-424F-BFEC-9143F749B1AE.html Tender Notice-Tender Notice 0
BOQ_226863.xls Tender Document-BOQ 278.50
IMG_0001.pdf Tender Document-Tender Notice 584.80

Other Information

Attachments
Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

Name of Work: CONSTRUCTION OF ROAD FROM KHARAL TO BAILERKHA IN JIND DISTT.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employerwith respect to GTS. At no place top of sub grade of road shall not be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 49815.11 cum. Then actual quantity (less than 49815.11 cum) will be paid. In case quantity worked out is more than 49815.11 cum, then only 49815.11 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 5 of DNIT. BI01010001010000000000000515BI0100001112 49815.1 Cum
2 2 Supply collection and carriage if 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 10 bricks 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) BI01010001010000000000000515BI0100001113 108411 Each
3 3 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) BI01010001010000000000000515BI0100001114 13000 Mtr
4 4 Providing and laying 150 mm thick granular sub base consisting of drainage cum filter layer confirming to Table 400.1 Grading –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. 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. Materials to be used and operations of manufacturing shall be approved by the engineer. BI01010001010000000000000515BI0100001115 5362.5 Cum
5 5 Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm 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 desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) 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. Materials to be used and operations of manufacturing shall be approved by engineer. BI01010001010000000000000515BI0100001116 2681.25 Cum
6 6 Providing & 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 barricading 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.) 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. Materials to be used and operations of manufacturing shall be approved by engineer. BI01010001010000000000000515BI0100001117 5362.5 Cum
7 7 Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre. Clause 509 of MoTH&H specification. (5th edition) 2013 (NS). BI01010001010000000000000515BI0100001118 35750 Sqm
8 8 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.) BI01010001010000000000000515BI0100001119 35750 Sqm
9 9 Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Drum type 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). Note:- 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 the contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14985:2017. The cost so incurred will be considered as incidental to work and nothing 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 BI01010001010000000000000515BI0100001120 35750 Sqm
10 10 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). BI01010001010000000000000515BI0100001121 35750 Sqm
11 11 Earth work in excavation in foundations, trenches, etc., in all of soils, not kinds 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) BI01010001010000000000000515BI0100001122 152.13 Cum
12 12 C.C. 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth (HSR.10.28) BI01010001010000000000000515BI0100001123 54.6 Cum
13 13 Cement concrete 1:6:12 with stone agg. In foundation and plinth (HSR 10.32) BI01010001010000000000000515BI0100001124 4.62 Sqm
14 14 Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth(HSR 10.39) BI01010001010000000000000515BI0100001125 34.26 Cum
15 15 Cement Concrete 1:1½:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60) BI01010001010000000000000515BI0100001126 4.92 Cum
16 16 Cement concrete 1:1-1/2:3 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) BI01010001010000000000000515BI0100001127 9.12 Cum
17 17 First class brick laid in cement sand mortar 1:4 in foundation and plinth.(HSR 11.4) BI01010001010000000000000515BI0100001128 109.5 Cum
18 18 Brick on edge flooring laid in cement sand mortor 1:4 on 75mm thick CC 1:8:16 (HSR 14.23) BI01010001010000000000000515BI0100001129 30.3 Sqm
19 19 Cement Pointing 1:2 deep variety on brick & tile work(15.60) BI01010001010000000000000515BI0100001130 239.55 Sqm
20 20 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for R.C.C. works, where no included in the complete rate of R.C.C. including Straightening, bending, binding, wastage, oberlaps, welded joijts, space bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including hooks, if any separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS-1732. 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. (HSR 18.22) BI01010001010000000000000515BI0100001131 10.02 Quintal
21 21 Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , antitermite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No 29.38,29.44,29.45 & 29.46) including cartage , loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released. BI01010001010000000000000515BI0100001132 112.5 Mtr
22 22 Providing & laying Reinforced Cement concrete 1:2:4 5th kilometer stone of standard design as per fixed in position including finishing and painting and writing etc (HSR 10.129(i))+16.75b(i)). BI01010001010000000000000515BI0100001133 1 Nos.
23 23 Reinforced cement concrete 1:2:4 kilometer stone of standard design, fixed in position, including finishing and painting (HSR 10.129+16.75(bii)(ii) Ordinary kilometer stone. BI01010001010000000000000515BI0100001134 7 Nos.
24 24 Reinforcement cement conc.1:2:4 200 mtr. Stone of standard design fixed in position, including finishing but excluding painting (NS) BI01010001010000000000000515BI0100001135 26 Nos.
25 25 Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing and painting (HSR 10.131+16.74 b) BI01010001010000000000000515BI0100001136 65 Nos.
26 26 Providing and fixing RCC village Boards 1.85x0.90x0.075mtr with CC 1:2:4 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. BI01010001010000000000000515BI0100001137 2 Nos.
27 27 Providing and marking centre line / side line 2.5 mm thick (minimum) with hot applied thermo-plastic marking paint 10 Cms wide/15cm wide complete in all respect such as furnishing all labour, material 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 manufacture batch number, date of manufacture color maximum application ten and maximum heating temperature. The thermoplastic paint 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 appropriate ASTM/BS method. The content furnish to the Engineer-in-Charge a copy of certified test reports from the manufacture of the thermoplastic material meet all requirement of the specifications. The reflector zing glass beads of the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be metical followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be accordance with appendix B and C of BS:3262 (part-3) Note:- Before start of work the contractor shall give brand, batch no, manufacturing date of material to be used and get approved the same from Engineer-in-Charge before use. BI01010001010000000000000515BI0100001138 502.5 Sqm
28 28 Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect. BI01010001010000000000000515BI0100001139 2 Nos.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2021 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail