Construction And Maintenance Works Of District : Kaushambi Underpackage No : Up 4284 Name Of Road : Mooratganj Rajapur Road To Nagreha Kalan Length 6.23 Km
Tender Value
4.07 Crore
Estimated cost
Bid Submission
12 May 2022
0 days left
EMD
8.16 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kaushambi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Works Of District : Kaushambi Underpackage No : Up 4284 Name Of Road : Mooratganj Rajapur Road To Nagreha Kalan Length 6.23 Km
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1 (sr no. 2.2 (i) -A of MORD) |
| 2 | Earth in embankment mechanically compacted to 97% of maximum dry density/proctor density in ordinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earth work in embankment to be in 20 cms. Layers watering the earth to bring to required optimum moisture content. Compacting with power roller 8 to 10 tones ramming and dressing the surface to required levels and slope and also including 1.5m lift and lead 30m . The earth from cutting is to be used in making embankmentsupply of all materials, labour, T &P, and roller etc. Required for proper completion of work also including royalty [as per SOR SI No 1254] |
| 3 | Same as Item no. 2 but 1 km carted E/W as per SOR SI No 251. |
| 4 | Providing & fixing Level piller with 150mm dia concrete pipe filled concrete 1:3:6 mix 50 mtr interval both side as per Engineer incharge. |
| 5 | Scarifiying Existing Bituminous Surface to a Depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification clause 301.4.1. |
| 6 | Excavation of roadway soil using manual means carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MORD Technical Specification Clause 302.3 |
| 7 | Loosening, leveling and Compactingoriginal ground supporting eabankment to facilitate placement of firstlayer of eabankment scarfied to a depth of 150 mm mix with water at OMC and then compacted by rolling so as to achieve maximum dry Density as given in table 300.1 and 300.2eabankment construction as per Technical Specification clause 301.4.1. |
| 8 | Construction of granular sub-base by providing well graded material (grade-1(GSB) Shankargarh Quarry) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC & compacted with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 of MORD (sl no. 4.1) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 75 mm compacted thickness including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN/ vibratory Roller of 8-10 tone in stages to proper grade and camber, applying and brooming required type ofSankergarh Quarry stone screening / Binding materials to fill up in the intersties of coarse aggregate ,watering & compactingto the required density making necessaryearthen bounds to protect edges, lighting guarding barricading and maintenance of diversion etc. And including all lead for metal as per MORD specification clause 405Sl. No. 4.8-(2) - WBM Gr-II of stone ballast (45-63 mm size) from Sankergarh Quarry. |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 75 mm compacted thickness including spreading in uniform thickness, hand packing, rolling with 3wheeled steel / vibratory Roller of 8-10 tone in stages to proper grade and camber, applying and brooming,requird type of Sankergarh Quarrystone screening / Binding materials to fill up in the intersties of coarse aggregate ,watering & compactingto the required density making necessaryearthen bounds to protect edges, lighting guarding barricading and maintenance of diversion etc. And including all lead for metal as per MORD specification clause 405Sl. No. 4.8-(3) - WBM Gr-III (53-22.4 mm size) of stone ballastfrom Shankargarh Quarry. |
| 11 | Earth in raisingmechanically compacted to 100% of maximum dry density/proctor density in ordinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earth work in embankment to be in 20 cms. Layers watering to bring up to required optimum moisture content. Compacting with power roller 8 to 10 tonne ramming and dressing the surface to required levels and sloper and also including 1.5m lift and lead 30m . The earth from cutting is to be used in making embankmentor to be stacked as spoil banks within 30m distance as directed by the Engineer-in-Charge including supply of all materials, labour, T & P, and roller etc. Required for proper completion of work [as per MORD Specification No. 301, 305]. |
| 12 | Same as above iterm 11 but E/W by Carted earth beyond 1.00 km |
| 13 | Brick edging on both sides of road in Ist class (M-150) brick 8cm (3\") Cm (4½\") deep laid with mud mortar including labour and supply of bricks finished to required template in proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. As per SOR SI No 765. |
| 14 | Provinding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per Technical Specification cluase 502 |
| 15 | Provinding and applying tack coat with Bitumen emulson RS-1 on the prepared surface with bitumen VG-10 using bitumen distributor @0.25 to 0.30kg/sqm ( 0.275kg/sqm) spraying the bitumen on granuler surface treated with primer and cleaned with Hydraulic broom as peras per technical specification clause 503. including supply of all material labour T&P etc. as per direction of Engineer-in-Charge for proper completion of work. |
| 16 | (Waste Plastic) Providing laying & rolling of Open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm & 11.2mm sizeof Dalla Quarry aggregates in proportion 2:1 either using penetration grade bitumen VG-10 to required line, Grade & level to serve as wearing course on previously prepared base, Including mixing in a 100-120 TPH (Capacity) HMP, Laying & rolling with a 3 wheel 80-100 kN static roller, capacity, finished to required level and grades type B as per Technical Specification Clause 508. using HMP and Paver finisher. Camber templete and evernees plain rod of 3m Length. |
| 17 | Providing and laying of premix Seal Coat Type \"B\", using Dalla Quarry Grit 6.7mm Size Possing 100% From 11.2mm and Retained in 2.36 mm with VG-10 Bitumen @ 6.80kg per 10 sqm. Sealing the voids in a bituminous sur face laid to the specified levels, grad & cross fall using {As per MORD specification clause 510, sl. No. 5.12-(iv)} |
| 18 | Providing & Laying M-30 Grade concrete I.C.B.P. block having 80 mm thickness and size 200mmx100mm as pavement in Abadi portion on thin 25 mm compacted sand layer bedding spreaded over aproperly profiled base course and making Gota byedge blocks size 400mx200mx200m to support the ICBP inlcuding all Material, labour T&P etc. required for proper completion of work as per direction of Engineering in charge as per PWD schedule SIN: |
| 19 | Construction of U Drain of B/W 1:4 over P.C.C. 1:3:6 including plastering with 1:3 cement and sand mortar with neat finish on inner faces & top of side walls inlcuding all material labour and T&P etc complete as per drawing as per MORD Clause No. |
| 20 | Reinforced cement concrete M15gradekilometre stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (MORD Data book Page 10-17) |
| 21 | Reinforced cement concrete M15gradekilometre stone/Local Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (MORD Data book Page 10-17) 5th K.M. Stone (Precost) |
| 22 | Same as above but for 200 m stone Precost (Hectometer stone) [As per MORD & H specification No.1703 Page no 10-18) |
| 23 | (A)- LOGO BOARD AT STARTIG POINT (B) LOGO BOARD AT INTERMEDIATE DISTANCE Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle. including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding . |
| 24 | TYPICAL PMGSY LOGO AND INFORMATORY SIGN BOARDProviding and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding . |
| 25 | CITIZEN INFORMATION BOARD \"A\" Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding . |
| 26 | MAINTENANCE INFORMATION BOARDProviding and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding . |
| 27 | Supply and fixing of Village Board plate size 600x600 mm of 18SWG MS sheet with angle iron 40x40x5 mm with one post of iron tea 80/8 mm and 2.40 m height with hole fast fixing in CC 1:4:8 in 30x30x60 cm including paintingm, lettering and figuring as per IRC 67-1977. including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding . |
| 28 | Colouring and paintingparapets of the culverts including numbering and its repair inlcuding all material, labour, T&P etc complete. |
| 29 | Ranging of road alignment and making the proposed center point with road marking paint at 25 mtr interval and improvement and ease the existing curve including cost of all material, labour , T&P etc, required for proper completion of work. |
| 30 | Supply and fixing of guard stone of standard size at curve and culvert including all cost of labour and T&P etc complete, required for proper completion of work. |
| 31 | Laying of Foundation stone ceremony and inauguration of PMGSY Package by Member of Parliament etc complete as per dircetion of E/I. |
| 32 | Dismantling of Cement Concrete wall up to 1.5 meter in foundation and or 1.5 meter above ground level including T & P and scaffolding whereas necessary, sorting the dismantled materials and stocking the serviceable material within a load of 100 meter as per SI No. 692. (Same on above item No. 1(a) but for R.C.C. work as per PWD SI No. 694) |
| 33 | Dismantling of Cement Concrete wall up to 1.5 meter in foundation and or 1.5 meter above ground level including T & P and scaffolding whereas necessary, sorting the dismantled materials and stocking the serviceable material within a load of 100 meter as per SI No. 692. (Same as above item No. 1(a) but for Brickmasonry in cement sandmaterial as per SI No. 692.) |
| 34 | Earthwork in excavation in foundation and trenches etc. of structures not exceeding 2 m depth including dressing of bottom and sides of trenches, stacking of excavated material /soil clear from the edge of excavation and subsequent filling around Hume pipes / masonary / concrete etc. in 15 cm layers with compaction including disposal of surplus earth and also including all lead & lift complete as per direction of Engineer-in-charge [As per PWD SI No.-251] |
| 35 | Dewatering during excavation in foundation including hire charges of operational machinary including POL, T&P and labour etc. required for proper completion of work as per direction of Engineer-in-charge. |
| 36 | Providing and laying foundation concrete P.C.C. 1:3:6 properly mixed with cement, coarse sand and 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge as per PWD SI No.-280. |
| 37 | Random course rubble stone masonry in 1:4 cement and coarse sand mortar in foundation and substructure work, including cost of all materials, labour, T&P etc. required for proper completion of work. As per P.W.D detail specification & direction of Engineer-in-charge (As per P.W.D. Schedule No.5) |
| 38 | Brick masonry work in cement mortar 1:4 (Cement and fine sand) in foundation and substructure complete including cost of all materials, labour and T&P for proper completion of work as per PWD SI No.-305. |
| 39 | Providing and filling fine sand in foundation,below and side of Hume pipe in layer 150 mm thick including watering compacting, all leads and lifts and also including cost of all material labour and T&P etc as per MORT & H specification No.1520(b). |
| 40 | Providing, laying and joining NP3 Hume pipes 1000 mm dia for culverts including cost of collar, all materials, cartage, labour and T&P etc. complete [As per MORT & H specification clause No.1000/2300. Hume pipes to confirm ISI:458-1988. |
| 41 | Providing, laying and joining NP3 Hume pipes 450 mm dia for culverts including cost of collar, all materials, cartage, labour and T&P etc. complete [As per MORT & H specification clause No.1000/2300. Hume pipes to confirm ISI:458-1988. |
| 42 | Stuck pointing on brick or R.C.R. masonry with cement sand 1 : 2 mortar consisting of one part cement and two parts of fine sand (F.M.-1.25) as per PWD SI No.-574. |
| 43 | Costcement concerete with cement, approved coarse sand and 20 mm Dala stone grit in proportion of 1:2:4 M15 grade concrete excluding cost of reinforecement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including the cost of binding wire, moulds, centering and shuttering all other materials labour, T&P etc. required for proper completion of work as per PWD SI No.-282. |
| 44 | R.C.C. work with M-25 grade C.C, approved coarse sand and 20 mm gauge Dala stone grit in proportion of 1:1:2 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc and supply of all material, labour, T&P etc required for proper completion of work including the cost of binding wire as per PWD, SI No.-289. MORD Spec. |
| 45 | M.S. (HYSD) in plain work such as R.C.C. in slab, bed block/cap, Kerb, railiding, Dirt wall including bending for proper shape and including supply of steel and its wastage bends, Hooks and authorized overlapping shall be measured, excluding cost of binding wire as per P.W.D., S.I. No.-504. |
| 46 | Providing and filling of filler material 40 mm O.B.B. over burnt bricks ballast aggregate behind the abutments and return including cost of all material, labour & T&P [as per MORD specificationbut filter matterial by 45 to 63 mm quage stone ballast. |
| 47 | Providing and laying tarfelt paper on bearing of slab. including supply of all material, Labour, T & P required for proper completion of work. |
| 48 | Lettering and Painting of End Pillar of culverts for numbering etc. including supply of all materials, T&P etc. complete and making of diversion also. |
AI Tender Summary
Tender Timeline
Apr 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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