|
| 1 | Part 1.Construction of RCC Bridge at Santipara over Bega river, ward no. 01, Mangaldai town under the 15th CFC of tied grant for the financial year 2023-24 (2nd Installment) |
| 2 | Earth 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. (i) Ordinary Soil. (i) Up to 3.00m depth |
| 3 | Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lift and lead upto 1000m. (Pile diameter-1200mm) as per MORTH . Section No 1100 & 170 ii) Pile diameter 1000 mm |
| 4 | Pile load test on single vertical pile in acordance with IS 2911 (Part IV) as per technical specification of MORTH section no 1100. a) Initial load test & routine load test. |
| 5 | 17.38/B/I Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specification of MORTH section no 1100,1500&1700. A. RCC Grade M-35 Case-I: Using concrete mixture |
| 6 | 17.40 Leveling course for pile cap providing and laying of PCC M-20 levelling course 100 mm thick below the pile as per drawing and technical specification of MORTH section. |
| 7 | 17.41/a Supplying, fitting and placing TMT IS 1786 Fe 500D bar reinforcement in foundation complete as per drawing and technical specification as per MORTH clause 1600 Primary producer . (TATA/SAIL/ESSER STEEL/JINDAL STEEL/SHYAM STEEL or equivlent) |
| 8 | 17.46 Plain/Reinforced cement concrete, in sub structurecomplete as per drawing and technical specification clause 1500,1700,2200. H) RCC Grade M35 . (i) Height upto 5.00 m |
| 9 | 17.47/a Supplying, fitting and placing TMT IS 1786(Fe500D) bar reinforcement in substructure complete as per drawing and technical specification MORTH Clause 1002,.,1005,1010,1202. |
| 10 | 17.55 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-I) section IX complete as per drawing and Technical Specifications clause 1207.1 |
| 11 | 17.49 Providing weep holes in brick masonry plain/reinforced concrete abutment, wing walls retained walls with 100mm dia AC pipe extending through the full width of the structure with slop of 1(v):20(H) towards drawing face completed as per drawing and technical specifications Clause 614, 709, 1204.3.7 |
| 12 | 17.5 Backfilling behind the abutments , wing wall and return wall complete as per drawing and technical specification clause 1204.3.8. i) Granular material |
| 13 | 17.58 Providing and laying cement concrete in super structure as per drawing and technical specification clause 800,1205.4 and 1205.5. A) With crushed stones. II) RCC M 35 For T Beam and slab, 1) Height up to 5.00 m |
| 14 | 17.59/a Reinforcement in super structure. Supplying, fitting and placing TMT conforming to IS 1786 Fe 500 D reinforcement in super structure including splicing complete as per drawing and technical specification. |
| 15 | 17.61 Providing and laying cement concrete wearing course M 30 grade including reinforced complete as per drawing and technical specification Clause 800,1206.3 |
| 16 | 17.65 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 17 | 17.67 Drainage Spouts complete as per drawing and Technical specification |
| 18 | 17.72 Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.) |
| 19 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 20 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 21 | Boulder apron lain in (Providing and laying of boulder apron laid in made with in including 10 % extra for laps and joints laid with stone boulders weighing not ess then 40 kg each. |
| 22 | Part 2.Construction of approach road for RCC Bridge at Santipara over Bega river, at ward no.01, Mangaldai town under the 15th CFC of tied grant of 2023-24(2nd Instaklment) |
| 23 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private land |
| 24 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For grading -II Materials |
| 25 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private land |
| 26 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 27 | i) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504 |
| 28 | II. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (v)600mmx 45 mm rectangular |
| 29 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 30 | Shifting of electric pole ( As per analysis) |
| 31 | Metal Beam Crash Barrier, Type A: \\"W\\" Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical I post, post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS: 1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) |
| 32 | Part 3.Construction of guard wall and foundation & installation of High musk light at Gandhi-Maidan at ward no.01, Mangaldai town |
| 33 | A) Improvement of bye Lane at ward no.1 Santipara Mangaldai by ICBP under 15 CFC grant. |
| 34 | 3.14 Construction of subgrade and earthen shoulders with approved material obtain from borrow pits with all lifts and leads,transporting to site, spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical Specification clause 303.1 (1) Private Land |
| 35 | 4.1 (A) (ii)Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on preparedsurface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , complete as per technical Specefication clause 401. (For grading ii material |
| 36 | 4.7/3/A Providing ,laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber ,applying and brooming, stone screening to fill up the interstices of coarse aggregate , watering and compacting to the required density grading 3 as per technical Specefication clause 405. (A) By Manual Means (III) Grading III (a) Using stone screening type B 11.2 mm for Gr III |
| 37 | 12.5/B/II/ii Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202,and 1204 with Natural Gravel PCC grade M20 ( Nominal Mix 1:2:4 ( Hand Mixed) |
| 38 | 6.7 (I) (a) Providing,and laying interlocking concrete block pavement (m40) having thickness 80mm as per technical specification clauses 1504 complete including carriage . A) Including Edge block/ edge resistraints |
| 39 | 9.3: Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row, Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600 mm dia |
| 40 | B)Construction of foundation for high mask light at Gandi Moidan Ward No.1 Mangaldai Municipal Board, Mangaldai under 15th CFC grant. (for shifting of high mask light from Santipara to Gandhi Moidan ward No.1) |
| 41 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil |
| 42 | Dry brick on edge flooring in required pattern withbricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 44 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.3 Cold twisted bars |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 46 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 47 | C) Construction of brick guard wall at bye lane Santipara Ward No.1 Mangaldai Municipal Board, Mangaldai under 15th CFC grant. |
| 48 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil |
| 49 | Dry brick on edge flooring in required pattern withbricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level(1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 51 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 52 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.3 Cold twisted bars |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) Please Enable Macros to View BoQ information |
