Public Works Department-PWD has published Construction Of Approach Road , Additional Approach Road , Protection Work And Minor Bridge 3X10m Over Gangi River Between Khusnampur And Nai Basti In The Distt-Azamgarh ,. Submission Date for this Tender is 18-06-2021. Road Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Construction of Approach road, Additional Approach road, Protection work and Minor Bridge 3x10m over Gangi River between Khusnampur and Nai Basti In the Distt-Azamgarh, | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Main Structure Bridge\nProviding and Laying Cutting Edge of Mild Steel weighing required for Well Foundation complete as per Drawing and Technical Specification.(M.S.Flat Sheet 16 mm thick) | 5.72 | MT | |
2 | 2 | Plain/Reinforced Cement Concrete, M 30 Grade in Well Foundation in well curb complete as per Drawing and Technical Specification. As per MORTH specification No 1200, 1500 and 1700 (excluding cost of GST) | 19.98 | Cum | |
3 | 3 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. As per MORTH specification No 1200, 1500 and 1700 (excluding cost of GST) | 215.4 | Cum | |
4 | 4 | Sinking of 4 to 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned form bed level. As per MORTH specification No 1200 (excluding cost of GST)\n0.00 to 3.00 mtr | 12 | RM | |
5 | 5 | Sinking of 4 to 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned form bed level. As per MORTH specification No 1200 (excluding cost of GST)\n3.00 to 10.00 mtr | 28 | RM | |
6 | 6 | Sinking of 4 to 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned form bed level. As per MORTH specification No 1200 (excluding cost of GST)\n10.00 to 30.00 mtr | 8.8 | RM | |
7 | 7 | Plain/Reinforced Cement Concrete,M 30 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. As per MORTH Sr No. 12.11 and MORTH specification No 1200, 1500 and 1700 (excluding cost of GST) | 64.47 | Cum | |
8 | 8 | Sand Filling in Wells complete as per Drawing and Technical Specifications. As per MORTH Sr No. 12.21 and MORTH specification No 1207 (excluding cost of GST) | 268.47 | Cum | |
9 | 9 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Top Well Caps complete as per Drawing and Technical Specification. As per MORTH Sr No. 12.11F and MORTH specification No 1200, 1500 & 1700 (excluding cost of GST) | 50.24 | Cum | |
10 | 10 | Reinforced Cement Concrete M 30 Grade , in Substructure of bridge complete as per Drawing and Technical Specification. As per MORTH Sr No. 13.50 G and MORTH specification No 1500, 1700 & 2200 (excluding cost of GST) | 110 | Cum | |
11 | 11 | Furnishing and Placing Reinforced Cement concrete M 30 in Super-structure as per drawing and Technical Specification. As per MORTH Sr No. 14.10D Case-II and MORTH specification No 1500, 1600 & 1700 (excluding cost of GST) | 135.38 | Cum | |
12 | 12 | Plain Cement Concrete M 15 Grade, in abutment Foundation. as per Drawing and Technical Specification. As per MORTH Sr No. 12.11 and MORTH specification No 1200, 1500 and 1700 (excluding cost of GST) | 5.1 | Cum | |
13 | 13 | Furnishing and Placing Reinforced Cement concrete M 30 in Super-structure for approach slab as per drawing and Technical Specification. As per MORTH Sr No. 14.10D Case-II and MORTH specification No 1500, 1600 & 1700 (excluding cost of GST) | 15.3 | Cum | |
14 | 14 | Supplying, fitting and placing un-coated HYSD (Fe-500) bar reinforcement complete in foundation as per drawing and technical specification As per MORTH Sr No. 12.4 and MORTH specification No 1600 (excluding cost of GST) | 22.4 | MT | |
15 | 15 | Supplying, fitting and placing un-coated HYSD (Fe-500) bar reinforcement complete in substructure as per drawing and technical specification As per MORTH Sr No. 12.4 and MORTH specification No 1600 & 2200 (excluding cost of GST) | 12.1 | MT | |
16 | 16 | Supplying, fitting and placing un-coated HYSD (Fe-500) bar reinforcement complete in superstructure as per drawing and technical specification As per MORTH Sr No. 12.4 and MORTH specification No 1600 & 2200 (excluding cost of GST) | 25.5 | MT | |
17 | 17 | Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per approved drawings and standard specifications Complete to be installed by the manufacturer/supplier or their authorised reprensentative ensurring complaince to the manufacturer's instructions for installation. As per MORTH Sr No. 14.22 and MORTH specification No 2607 (excluding cost of GST) | 68 | RM | |
18 | 18 | Drainage Spouts complete as per drawing and Technical specification As per MORTH Sr No. 14.9 and MORTH specification No 2705 (excluding cost of GST) | 12 | No | |
19 | 19 | Furnishing and Placing Reinforced Cement concrete M 40 in Crash barrier as per drawing and Technical Specification. As per MORTH Sr No. 14.10D Case-II and MORTH specification No 1500, 1600 & 1700 (excluding cost of GST) | 26.5 | Cum | |
20 | 20 | Furnishing and Placing Reinforced Cement concrete M 30 in Super-structure for wearing coat as per drawing and Technical Specification. As per MORTH Sr No. 14.10D Case-II and MORTH specification No 1500, 1600 & 1700 (excluding cost of GST) | 16.87 | Cum | |
21 | 21 | Strip Bearing (Elostomeric Bearing)\nProviding and fixing strip bearing as per drawing of all materials labour T&P etc. required for proper completion of the work. As per IRC : 83 (Part-II)-1987 (excluding cost of GST) | 225000 | Cum | |
22 | 22 | Approach and Additiona Approach road\nConstruction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compacting to meet requirement of table 300-2 (from 1 Km. distance) | 21000 | Cum | |
23 | 23 | Cement Treated Subbase (CTSB) Providing laying and spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavater and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base | 176.68 | Cum | |
24 | 24 | 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 | 454.79 | Cum | |
25 | 25 | Cemented Treated Base Providing, laying, spreading and Material on a prepared sub- base cement @ 4% cement by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressinve strength and to form a layer of base | 433.75 | Cum | |
26 | 26 | Tack Coat \nProviding and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification clause 503 | 5106.25 | Sqm | |
27 | 27 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen or emulsion to required line, grade and level to serve as/wearing course on a previously prepared base by manual /MORD specific ations 508 | 5106.25 | Sqm | |
28 | 28 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. | 5106.25 | Sqm | |
29 | 29 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance) | 1980 | Cum | |
30 | 30 | Protection Work\nProviding and laying filter material (40 mm gauge Brick ballast) underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 180 | Cum | |
31 | 31 | Providing and laying pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40 kg laid dry over prepared filter media as per drawing and technical specifications Clause 1302. | 360 | Cum | |
32 | 32 | K.C. Drain\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 12.5 | cum | |
33 | 33 | Brick masonry work in 1 : 3 in substructure complete excluding pointing and plastering as per drawing and Technical Specifications. | 13 | Cum | |
34 | 34 | Plain cement concrete 1 : 3 : 6 nomional mix in foundation with crushed brick ballast 40 mm nomional size mechnically mix place in foundation and compacted by vibration including curring for 14 days. | 6.5 | Cum | |
35 | 35 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications | 88 | Cum | |
36 | 36 | Chute Drain\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 65.5 | cum | |
37 | 37 | Plain cement concrete 1 : 3 : 6 nomional mix in foundation with crushed brick ballast 40 mm nomional size mechnically mix place in foundation and compacted by vibration including curring for 14 days. | 13.3 | Cum | |
38 | 38 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications | 166 | Cum | |
39 | 39 | Brick masonry work in 1 : 3 in substructure complete excluding pointing and plastering as per drawing and Technical Specifications. | 28.3 | Cum |
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