Upgradation Of Pandwan Mankawas Paintawas Road Under Pmgsy-Iii , Batch-I
Tender Value
3.60 Crore
Estimated cost
Bid Submission
20 Oct 2020
0 days left
EMD
7.22 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Charkhi Dadri → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Pandwan Mankawas Paintawas Road Under Pmgsy-Iii , Batch-I
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Oct-2020 | Amendment in BOQ Maintenance Note | Other | 20-Oct-2020 |
| 2 | 06-Oct-2020 | Ammendment in DNIT clause | Other | 20-Oct-2020 |
BOQ
| Name of Work: Improvement of Pandwan Mankawas Paintawas Road in Provincial Division PWD B&R BR., Ch. Dadri In Dadri Distt. (Rs. 360.92 Lacs) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause No. 201 of MoRD specification Rural roads-2004. | BI01010001010000000000000515BI0100001113 | 1.18 | Hect |
| 2 | 2 | Milling of distress bituminous layer in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with 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 resue with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects.\nNote I - The unutilized quantity of reclaimed bituminous mix material shall be a recovery item | BI01010001010000000000000515BI0100001114 | 722.64 | cum (Per cubic Meter) |
| 3 | 3 | Earth work excavation in ordinary soil exclusive of compensation of earth-earth-work undressed with all lead & lift including breaking of clods. (HSR 6.2b), and relaying the same for making of berms and side slopes including laying , dressing, watering & rolling as per HSR 6.2 g-i, g iii & g-v - | BI01010001010000000000000515BI0100001115 | 774.38 | cum (Per cubic Meter) |
| 4 | 4 | Preparation of sub-grade including trenching rough dressing of soil, final dressing of earth to given levels and chamber , watering, rolling with road roller and compacting the bed in all respect before laying paving material [confirming to clause 301 of MoRD specification for Rural Roads-2004] \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. | BI01010001010000000000000515BI0100001116 | 4554.51 | Sqm (Per Square Meter) |
| 5 | 5 | Providing laying, watering and compacting of 200 mm/150 mm GRANULAR SUB BASE COARSE graded by providing well graded material spreading in uniform layers with mortar grader on prepared surface mixing in a mechanical mix plant at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification of MoRD clause 401 for Rural Roads 2004).\nNote:- Only crushed material should be used, no local earth/sand shall be used. The material finer than 425 micron shall have zero plasticity index (P-I)\n2. Material and operation manufacturing shall be approved by Engineer. | BI01010001010000000000000515BI0100001117 | 4010.14 | cum (Per cubic Meter) |
| 6 | 6 | Providing & laying 75 mm thick (Compacted) in three layers stone soiling (G-I) 63mm to 45 mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.)\nNote: -1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2. Materials to be used and operations of manufacturing shall be approved by engineer. | BI01010001010000000000000515BI0100001118 | 99 | cum (Per cubic Meter) |
| 7 | 7 | Providing & laying 225/150 mm thick (Compacted) in three layers 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 three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.)\nNote: -1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2. Materials to be used and operations of manufacturing shall be approved by engineer. | BI01010001010000000000000515BI0100001121 | 3762.92 | cum (Per cubic Meter) |
| 8 | 8 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer mix including bitumen emulsion @ 1.0 kg/sqm using mechanical means as per Technical specification clause 502 of MoRD specification Rural roads-2004. Instructions issued from time to time by MoRD regarding bitumen emulsion will be followed strictly.\nNote:- Bituminous Macadam to be laid with in 24 Hrs. of laying primer coat & Tack coat does not required to be provided above the primer coat.However, if the BM is not laid with in 24 hours of laying prime coat, then tack coat would have to be provided by the contractor but no payment of the same shall be made and it would be incidental to work. | BI01010001010000000000000515BI0100001122 | 8274.11 | Sqm (Per Square Meter) |
| 9 | 9 | Providing and laying surface dressing as wearing course consisting of a layer of bituminious binder laid on the prepared surface, followed by a cover of crushed stone aggregate of specified size and rolling with three wheel 80-100 Kn static roller including cleaning the road surface as per Technical specification. (conforming to clause 507 of MoRD specification for Rural Roads - 2004) | BI01010001010000000000000515BI0100001123 | 10980 | Sqm (Per Square Meter) |
| 10 | 10 | Providing and applying Tack coat of VG 10 ( 80/100 grade) bitumen using bitumen @ 0.25 kg per sqmall inclusive including clearing and blowing dust off the surface using a compressor and brooms ( conforming to clause 503 of MoRD specification-2004) for PC. Instructions issued from time to time by MoRD regarding bitumen VG-10 will be followed strictly. | BI01010001010000000000000515BI0100001124 | 20653 | Sqm (Per Square Meter) |
| 11 | 11 | Providing and Laying 50 mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRD specification using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRD regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRD specification in mandatory.\nIf bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work Complete in all respect.\n2. 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. Instruction issued from time to time regarding bitumen from MORD will be followed strictly. | BI01010001010000000000000515BI0100001125 | 413.71 | cum (Per cubic Meter) |
| 12 | 12 | Providing laying and rolling of open graded pre mix carpet of 20 mm thickness composed of 13.2 to 5.6 aggregates using bitumen VG-10 @1.46 kg per sqm. and processed waste plastic @ 7% of bitumen content as per IRC SP -98 -2013 to required line , grade and level to serve as wearing course on previously prepared base , including mixing in a suitable plant, transported to site , laying with paver finisher and rolling with three wheeled 80-100 kn static roller capacity or with other approved equipment, finished to required level and grades as per MoRD specification clause 508. Complete in all respect. \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. Complete in all respect. Instruction issued from time to time regarding bitumen from MORD will be followed strictly | BI01010001010000000000000515BI0100001126 | 19254.1 | Sqm (Per Square Meter) |
| 13 | 13 | Providing and laying ‘B’ type seal coat with VG-10 grade bitumen @ 0.68 kg per sqm of road 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 510 of MoRD specification for rural roads 2004. Complete in all respect. Instruction issued from time to time regarding bitumen from MORD will be followed strictly. | BI01010001010000000000000515BI0100001127 | 19254.1 | Sqm (Per Square Meter) |
| 14 | 14 | 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 and 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 .\nThis item also includes E/W if required in sub grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR of 8%. \nNote:- No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer. | BI01010001010000000000000515BI0100001128 | 6.45 | km (per Kilometer) |
| 15 | 15 | Manufacturing and laying of cement concrete (M-30 grade) block of size 450mm x 300mm x 150mm including spreading 25mm thick sand under neath and filling joints with sand on existing base as per Technical Specification Clause 1503. | BI01010001010000000000000515BI0100001129 | 1914 | cum (Per cubic Meter) |
| 16 | 16 | Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159) | BI01010001010000000000000515BI0100001130 | 4022.8 | Sqm (Per Square Meter) |
| 17 | 17 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001131 | 3374.25 | cum (Per cubic Meter) |
| 18 | 18 | M-10 grade NOMINAL mix cement CONCRETE cast in-situ with nominal max. size of STONE aggregates 40mm, [total mass of dry aggregates (coarred fine) 480 kg (max.) and water 34 kg (max.) per 50 kg of cement], including curing but excluding cost of form-work & reinforcements. [conforming to section 800 of MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001132 | 560 | cum (Per cubic Meter) |
| 19 | 19 | Providing & laying in position machine batached and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as er approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement, including admixtures in ommended proportions as per IS: 9103 to accelerate, retared setting of concrete, mprove workability without impairing strength and durability as per direction of Engineer-in charge in foundation and plinth. (Note: Cement Concrete considered in this item is @ 240 Kg/cum).(HSR 10.64) | BI01010001010000000000000515BI0100001133 | 30.3 | Cum (Per cubic Meter) |
| 20 | 20 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications clause no. 1202 & 1203 of MoRD specification 2004 | BI01010001010000000000000515BI0100001134 | 1003.74 | cum (Per cubic Meter) |
| 21 | 21 | Providing & laying in position machine batched and machine mixed design mix M-20 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 Concrete considered in this item is @ 300 kg/Cum.) (HSR 10.65) | BI01010001010000000000000515BI0100001136 | 274.4 | Cum (Per cubic Meter) |
| 22 | 22 | 15mm thick PLASTER in 1 cement : 4 sand mortar, on walls [conforming to MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001136 | 3136 | Sqm (Per Square Meter) |
| 23 | 23 | 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 plingth. (Note: Cement content considered in this item is @340 Kg/cum) (HSR 10.67) | BI01010001010000000000000515BI0100001137 | 17.97 | cum (Per cubic Meter) |
| 24 | 24 | Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR 18.22) NOTE-Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, exckuding overlaps. from the length so measured, the weigth of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings,weleded 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. | BI01010001010000000000000515BI0100001138 | 25.79 | MT |
| 25 | 25 | Providing BRICK-ON-EDGE FLOORING (nominal thickness 110mm), with SECOND class (100B/75A) bricks laid dry, including filling of joints with fine sand [conforming to MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001139 | 37.08 | Sqm (Per Square Meter) |
| 26 | 26 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications | BI01010001010000000000000515BI0100001140 | 524.82 | Sqm (Per Square Meter) |
| 27 | 27 | Conglomerate 40 mm thick Cement concrete topping 1:2:4 (HSR 14.9) | BI01010001010000000000000515BI0100001141 | 90 | Sqm (Per Square Meter) |
| 28 | 28 | Centring and shuttering for sides and soffits of beams haunchings, griders, bressumers and lintels. (HSR 9.7) | BI01010001010000000000000515BI0100001145 | 24.66 | Sqm (Per Square Meter) |
| 29 | 29 | Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13) | BI01010001010000000000000515BI0100001146 | 27.72 | Sqm (Per Square Meter) |
| 30 | 30 | Providing & fixing 5th km. Stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting writing etc. .[conforming to MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001147 | 1 | Each |
| 31 | 31 | Providing & fixing kilometer Stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting writing etc.\n[conforming to MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001113 | 6 | Each |
| 32 | 32 | Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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. 1702 of MoRD specification . 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 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 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 mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3).\nNote:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use. | BI01010001010000000000000515BI0100001114 | 1093.6 | Sqm (Per Square Meter) |
| 33 | 33 | Providing & fixing steel plate / steel tube citizen informatory sign boards as prescribed by NRRDA (with two information plates of 750mm x 980mm size each) & other specifications conforming to MoRD specification 2004; all inclusive, including excavation, concrete etc. | BI01010001010000000000000515BI0100001115 | 2 | Each |
| 34 | 34 | Providing & fixing 200m Stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting writing etc. [conforming to MoRD specifications for Rural Roads - 2004] | BI01010001010000000000000515BI0100001116 | 26 | Each |
| 35 | 35 | Providingand fixing retroeflective hazard marker confirming to IRC 79:1981 of size 900x300 mm with back support of M S angle 25*5x3 mm and leg postof80mm dia having 1.6mm thickness dulypainted,1500 mm high embedded into 0.3x0.3x0.45m M20 gradeConcreteaspersite requirements, micro- usingnon-metallic prismaticretro-reflectivesheet confirming to IRC: 6720'12 type lY specificationfixed on 3 mm thick aluminum composite Material sheete as base having 0.5 mm thick aluminumon both sides | BI01010001010000000000000515BI0100001117 | 6 | Each |
| 36 | 36 | Providing & fixing public information board consisting of 75mm GI pipe of size 2.45m x 1.15m with 900mm x 900mm GI sheet 16 gauge connected / welded with 5mm thick steel plate of 50mm 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. | BI01010001010000000000000515BI0100001118 | 2 | Each |
| 37 | 37 | Providing and fixing of typical PMGSY informatory sign board with logo as per MoRD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mmx 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 \nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.0. | BI01010001010000000000000515BI0100001123 | 2 | Each |
| 38 | 38 | Pavement marker (Cat Eyes) Molded shank raised pavement marker made polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a lad of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to specification of category A of MORTH Circular No. RW/NH/33023/10-97-Do III Dated 11.06.1997 The Height, width and length shall not exceed 50 mm 100 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/-2 mm and height no less than 30+/-2 mm) from the body is to be a minimum value of 500 kg. Fixing will be by drilling without nails and using epoxy resin based adhesive as per manufacturer's recommendation (of reputed make such as 3 M etc.) | BI01010001010000000000000515BI0100001124 | 300 | Each |
| 39 | 39 | Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R.C. C. foundation for providing of M. S Tubular structure for Cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note: Foundation including reinforcement etc. as per Drawing. Cantilever Over head Sign gantry. frame/truss Size- 3.05 m x 1.525 m | BI01010001010000000000000515BI0100001125 | 2 | Each |
| 40 | 40 | Providing and fixing sign boards on the gantry as provided in the item No. 39 above, of size 3.05m x 1.525m made out of retro-reflective sheeting of high intensity micro prismatic grade confirming to IRC:67 – 2012 Type IV standard fixed on 4mm thick Aluminum Composite Panels (ACP sheet) as base board with pressure-sensitive adhesive numerals etc.) and borders of Retro Reflective Boards with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides. The message (legends, letters, numerals etc.) and borders of Retro Reflective Boards shall be of cut letters made in transparent overlay film pasted over the base sheeting with pressure sensitive adhesive or as instructed by the manufacturers or as directed by the Engineer-in-Charge. Note:- 1.) Work will be carried out as per MoRTH specification for road and bridges works (5th revision). 2.) Retro-reflective sheeting of high intensity micro-prismatic grade confirming to IRC 67-2017 Type-IV Standard shall be of Avery Dennision/3M make only. 3.) Warranty and Durability as per clause 801.3.11 of MoRTH Specification 5th Revision will be applicable which is reproduced as under:- \nThe contractor shall obtain from the manufacturer a ten year warranty for satisfactory field performance including stipulated retro-reflectance of the retro-reflective sheeting of micro-prismatic sheeting and a seven-year warranty for high intensity grade and submit the same to the Engineer. The warrenty shall be inclusive of the screen printed or cut out letters/legends and their bonding to the retro-reflective sheeting. The contractor/supplier shall also furnish the LOT numbers and certification that the signs and materials supplied against the assigned work meets all the stipulated requirements and carry the stipulated warranty and that the contractor / supplier is the authorized convertor of the particular sheeting. All signs shall be dated during fabrication with indelible markings to indicate the start of warranty. The warranty shall also cover the replacement obligation by the sheeting manufacturer as well as contractor for replacement/repair/restoration of the retro-reflective efficiency. A certificate in original shall be given by the sheeting manufacturer that its offered retro-reflective sheeting has been tested for various parameters such as co-efficient of retro-reflection, day/night time colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance; the tests shall be carried out by a Government Laboratory in accordance with various ASTM procedures and the results must show that the sheeting has passes the requirements for all the above mentioned parameters. A copy of the test reports shall be attached with the certificate. | BI01010001010000000000000515BI0100001126 | 9.3 | Sqm (Per Square Meter) |
| 41 | 41 | Recovery items:\nThe 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 :-\nBituminous mix Materilas @ 1266.80/- P.cum (Per cubic Meter)\n\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.\n | BI01010001010000000000000515BI0100001127 | 454 | Cum (Per cubic Meter) |
| 42 | 42 | Routine Maintenance during 1st year after completion of constructions as per biding documents | BI01010001010000000000000515BI0100001128 | 6.45 | km |
| 43 | 43 | Routine Maintenance during 2nd year after completion of construction as per biding documents | BI01010001010000000000000515BI0100001126 | 6.45 | km |
| 44 | 44 | Routine Maintenance during 3rd year after completion of construction as per biding documents | BI01010001010000000000000515BI0100001127 | 6.45 | km |
| 45 | 45 | Routine Maintenance during 4th year after completion of construction as per biding documents | BI01010001010000000000000515BI0100001128 | 6.45 | km |
| 46 | 46 | Routine Maintenance during 5th year after completion of construction as per biding documents\nNote: The bidder is not required to quote his rate for rouitne maintenace. The rates to be paid for routine maintenance are indicated in the bill of Quantities. Further,the payment for routine maintenace to the contractor shall be regulated based on his performance of maintenance activities.as per chapter eleven of rular road in manual (IRC-SP-20-2002) available on contract data to general conditions of contract. \nNote: In Case of any difference in the unit of nomenclature of any of the HSR/MORD items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. | BI01010001010000000000000515BI0100001129 | 6.45 | km |
AI Tender Summary
Tender Timeline
Oct 06, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 20, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 20, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 20, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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