Construction Of Road From Mandi Kalan Road To Sandil Road At Bvillage Thua In Jind Distt .
Tender Value
46.80 Lakhs
Estimated cost
Bid Submission
19 Jul 2021
0 days left
EMD
94000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Narwana → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Mandi Kalan Road To Sandil Road At Bvillage Thua In Jind Distt .
BOQ
| Name of Work: CONSTRUCTION OF ROAD FROM MANDI KALAN ROAD TO SANDIL ROAD AT BVILLAGE THUA IN JIND DISTT. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Embankment CBR 8% (for new road) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (Based on HSR 17.6) Note: In case the quantity of earth work calculated with NSL and finished level found to be less than 76.77 cum. Then actual quantity (less than 76.77 cum) will be paid. In case quantity worked out is more than 76.77 cum, then only 76.77 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 | 76.77 | Cum |
| 2 | 2 | Excavation for roadwork in soil by mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and any lead as per technical clause 301 of MORT&H specifications (Based on HSR 17.10.1) | BI01010001010000000000000515BI0100001113 | 2304.97 | Cum |
| 3 | 3 | Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (HSR 17.5.3) | BI01010001010000000000000515BI0100001114 | 3660 | Sqm |
| 4 | 4 | Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36) | BI01010001010000000000000515BI0100001115 | 1000 | Mtr |
| 5 | 5 | Providing & laying 150 mm Granular Sub-Base with Coarse Graded Material - Grading-I (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading I material (Based on HSR 17.15.1) 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. | BI01010001010000000000000515BI0100001116 | 412.5 | Cum |
| 6 | 6 | Providing, laying 75 mm WBM (G-I) 63 mm to 45 mm (75 mm each layer) , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (Based on HSR 17.23.2) 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. | BI01010001010000000000000515BI0100001117 | 206.25 | Cum |
| 7 | 7 | Providing, laying 150 mm WBM (G-II) 53 mm to 22.4 mm (75 mm each layer) , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (Based on HSR 17.23.2) 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. | BI01010001010000000000000515BI0100001118 | 412.5 | Cum |
| 8 | 8 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications:19 mm nominal chipping size, with bitumen (Based on HSR 17.32.1) | BI01010001010000000000000515BI0100001119 | 2750 | Sqm |
| 9 | 9 | Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (Based on HSR 17.26.2) | BI01010001010000000000000515BI0100001120 | 2750 | Sqm |
| 10 | 10 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. (Based on HSR 17.33.1) | BI01010001010000000000000515BI0100001121 | 2750 | Sqm |
| 11 | 11 | Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (Based on HSR 17.36.3) | BI01010001010000000000000515BI0100001122 | 2750 | Sqm |
| 12 | 12 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(HSR 4.14) | BI01010001010000000000000515BI0100001123 | 303.06 | Cum |
| 13 | 13 | Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2) | BI01010001010000000000000515BI0100001124 | 7.28 | Cum |
| 14 | 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6) | BI01010001010000000000000515BI0100001125 | 63.9 | Cum |
| 15 | 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.2) | BI01010001010000000000000515BI0100001126 | 3.3 | Cum |
| 16 | 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16) | BI01010001010000000000000515BI0100001127 | 3.2 | Cum |
| 17 | 17 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR 7.20.1) | BI01010001010000000000000515BI0100001128 | 322.89 | Cum |
| 18 | 18 | Centering and shuttering including strutting, propping etc. and removal of form for - Suspended floors, roofs, landings, balconies and access platform (HSR 6.30.3) | BI01010001010000000000000515BI0100001129 | 12 | Sqm |
| 19 | 19 | Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 (HSR 10.8) | BI01010001010000000000000515BI0100001130 | 67.5 | Sqm |
| 20 | 20 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (HSR 11.5.3) | BI01010001010000000000000515BI0100001131 | 306.98 | Sqm |
| 21 | 21 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. (HSR 6.34.3) Cold twisted bars Note:- 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 of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. | BI01010001010000000000000515BI0100001132 | 288 | Kg |
| 22 | 22 | Providing and Laying 600 mm Reinforced cement concrete pipe NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1) 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. | BI01010001010000000000000515BI0100001133 | 15 | Mtr |
| 23 | 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (HSR 34.26) Note:- 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. | BI01010001010000000000000515BI0100001134 | 45 | Sqm |
| 24 | 24 | Advance Direction sign board (P.I. board) 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR 34.12.1) Using retro reflective Sheeting Class C as per IRC 67 2012 | BI01010001010000000000000515BI0100001135 | 1 | Nos. |
AI Tender Summary
Tender Timeline
Jun 24, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 19, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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