Construction Of Platform ( Chabutra ) At ( 1 ) Infront Of Burha-Burhitha ( 2 ) Thethatand Nand Baba Mandir Campus ( 3 ) Nawatand Dukudih Tola ( 4 ) Infront Of Raju Miyan House ( 5 ) Ghat At Shitalpur Bara Talab ( 6 ) Pcc Road From Bishanpur
Tender Overview
Project Description
Construction Of Platform ( Chabutra ) At ( 1 ) Infront Of Burha-Burhitha ( 2 ) Thethatand Nand Baba Mandir Campus ( 3 ) Nawatand Dukudih Tola ( 4 ) Infront Of Raju Miyan House ( 5 ) Ghat At Shitalpur Bara Talab ( 6 ) Pcc Road From Bishanpur Main Road To Ganesh Han
BOQ
| Name of Work: Construction of Platform (Chabutra) at (1) Infront of Burha-Burhitha (2) Thethatand Nand Baba Mandir Campus (3) Nawatand Dukudih tola (4) Infront of Raju Miyan house (5) Ghat at Shitalpur Bara talab (6) PCC road from Bishanpur main road to Ganesh hansda house (7) PCC road from Karitand Chandeshwar Baski house under Tundi Block. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (1) Platform (Chabutra) in front of Burha-Burhi Thaan\nProviding clip the site & disposal of rubbis, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 1 | /MD | |
| 2 | 2 | Earth work in excavation in foundation tranches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lits, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item B) (5.1.1+ 5.1.2) | 13.31 | /M3 | |
| 3 | 3 | Providing coarse clean sand filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume) (5.1.10) | 10.94 | /M3 | |
| 4 | 4 | Providing designation 75B one brick flat soling joints with local snad including cost of watering taxes, roylty all complete as per specification and direction of E/I. 5.6.3 | 44.24 | /M2 | |
| 5 | 5 | Providing PCC M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing, taxes and royalty all complete jon as per building specification and direction of E/I. (5.3.2) | 5.09 | /M3 | |
| 6 | 6 | Providing 75A work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.3) | 9.42 | /M3 | |
| 7 | 7 | Filling in fundation trenches and plinth in layers not exceeding 150mm thick well watered, reammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5m all competed as per building specification and direction of E/I. (5.1.7)\nFoundation 1/3 of item No. 1 | 21.69 | /M3 | |
| 8 | 8 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.2+5.7.11 | 64.24 | M2 | |
| 9 | 9 | Carriage of Materials\nSand (Lead 25 KM) | 20.02 | /M3 | |
| 10 | 10 | Stone chips (Lead 20 KM) | 4.58 | /M3 | |
| 11 | 11 | Cement +Steel (Lead 15 KM) | 3.45 | /MT | |
| 12 | 12 | Brick (Av. Lead 8 KM) | 7.584 | ‰ | |
| 13 | 13 | (2) Platform (Chabutra) in front of Nand Baba Mandir Campus\nProviding clip the site & disposal of rubbis, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 1 | /MD | |
| 14 | 14 | Earth work in excavation in foundation tranches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lits, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item B) (5.1.1+ 5.1.2) | 13.31 | /M3 | |
| 15 | 15 | Providing coarse clean sand filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume) (5.1.10) | 10.94 | /M3 | |
| 16 | 16 | Providing designation 75B one brick flat soling joints with local snad including cost of watering taxes, roylty all complete as per specification and direction of E/I. 5.6.3 | 44.24 | /M2 | |
| 17 | 17 | Providing PCC M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing, taxes and royalty all complete jon as per building specification and direction of E/I. (5.3.2) | 5.09 | /M3 | |
| 18 | 18 | Providing 75A work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.3) | 9.42 | /M3 | |
| 19 | 19 | Filling in fundation trenches and plinth in layers not exceeding 150mm thick well watered, reammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5m all competed as per building specification and direction of E/I. (5.1.7)\nFoundation 1/3 of item No. 1 | 21.69 | /M3 | |
| 20 | 20 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.2+5.7.11 | 64.24 | M2 | |
| 21 | 21 | Carriage of Materials\nSand (Lead 25 KM) | 20.02 | /M3 | |
| 22 | 22 | Stone chips (Lead 20 KM) | 4.58 | /M3 | |
| 23 | 23 | Cement +Steel (Lead 15 KM) | 3.45 | /MT | |
| 24 | 24 | Brick (Av. Lead 8 KM) | 7.584 | ‰ | |
| 25 | 25 | (3) Platform (Chabutra) at Nawatand Dukudih tola\nProviding clip the site & disposal of rubbis, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 1 | /MD | |
| 26 | 26 | Earth work in excavation in foundation tranches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lits, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item B) (5.1.1+ 5.1.2) | 13.31 | /M3 | |
| 27 | 27 | Providing coarse clean sand filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume) (5.1.10) | 10.94 | /M3 | |
| 28 | 28 | Providing designation 75B one brick flat soling joints with local snad including cost of watering taxes, roylty all complete as per specification and direction of E/I. 5.6.3 | 44.24 | /M2 | |
| 29 | 29 | Providing PCC M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing, taxes and royalty all complete jon as per building specification and direction of E/I. (5.3.2) | 5.09 | /M3 | |
| 30 | 30 | Providing 75A work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.3) | 9.42 | /M3 | |
| 31 | 31 | Filling in fundation trenches and plinth in layers not exceeding 150mm thick well watered, reammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5m all competed as per building specification and direction of E/I. (5.1.7)\nFoundation 1/3 of item No. 1 | 21.69 | /M3 | |
| 32 | 32 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.2+5.7.11 | 64.24 | M2 | |
| 33 | 33 | Carriage of Materials\nSand (Lead 25 KM) | 20.02 | /M3 | |
| 34 | 34 | Stone chips (Lead 20 KM) | 4.58 | /M3 | |
| 35 | 35 | Cement +Steel (Lead 15 KM) | 3.45 | /MT | |
| 36 | 36 | Brick (Av. Lead 8 KM) | 7.584 | ‰ | |
| 37 | 37 | (4) Platform (Chabutra) in front of Raju Miyan house\nProviding clip the site & disposal of rubbis, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 1 | /MD | |
| 38 | 38 | Earth work in excavation in foundation tranches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lits, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item B) (5.1.1+ 5.1.2) | 13.31 | /M3 | |
| 39 | 39 | Providing coarse clean sand filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume) (5.1.10) | 10.94 | /M3 | |
| 40 | 40 | Providing designation 75B one brick flat soling joints with local snad including cost of watering taxes, roylty all complete as per specification and direction of E/I. 5.6.3 | 44.24 | /M2 | |
| 41 | 41 | Providing PCC M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing, taxes and royalty all complete jon as per building specification and direction of E/I. (5.3.2) | 5.09 | /M3 | |
| 42 | 42 | Providing 75A work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.3) | 9.42 | /M3 | |
| 43 | 43 | Filling in fundation trenches and plinth in layers not exceeding 150mm thick well watered, reammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5m all competed as per building specification and direction of E/I. (5.1.7)\nFoundation 1/3 of item No. 1 | 21.69 | /M3 | |
| 44 | 44 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.2+5.7.11 | 64.24 | M2 | |
| 45 | 45 | Carriage of Materials\nSand (Lead 25 KM) | 20.02 | /M3 | |
| 46 | 46 | Stone chips (Lead 20 KM) | 4.58 | /M3 | |
| 47 | 47 | Cement +Steel (Lead 15 KM) | 3.45 | /MT | |
| 48 | 48 | Brick (Av. Lead 8 KM) | 7.584 | ‰ | |
| 49 | 49 | (5) Ghat at Shitalpur Bara Talab\nLabour for site clearance and bush cutting all complete job as per specification and direction of E/I all complete job. | 10 | Each | |
| 50 | 50 | Earth work in excavation in foundation tranches in ordinary soil (vide clasification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lits, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. Extra for earth work in hard soil as per specification and direction of E/I. (Vide classification of soil item B) (5.1.1+ 5.1.2) | 33.77 | /M3 | |
| 51 | 51 | Providing coarse clean sand filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume) (5.1.10) | 9.93 | /M3 | |
| 52 | 52 | Providing designation 75B one brick flat soling joints with local snad including cost of watering taxes, roylty all complete as per specification and direction of E/I. 5.6.3 | 130.54 | /M2 | |
| 53 | 53 | Providing PCC M-100 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade-III (50mm to 25mm size) clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.3) | 14.69 | /M3 | |
| 54 | 54 | Providing PCC M-150 with nominal mix of (1:2:4) in Foundation and plinth with approved quality of stone Chips (20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.2) | 2.82 | /M3 | |
| 55 | 55 | Providing 75B work in CM(1:6) in foundation and Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.6) | 24.9 | /M3 | |
| 56 | 56 | Earth work filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, reamed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5m all competed as per building specification and direction of E/I. (5.1.8) | 49.91 | /M3 | |
| 57 | 57 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.2+5.7.11 | 119.62 | M2 | |
| 58 | 58 | Carriage of Materials\nSand (Lead 30 KM) | 18.69 | /M3 | |
| 59 | 59 | Stone Chips+Stone Metal (Lead 19 KM) | 2.6 | /M3 | |
| 60 | 60 | Cement (Lead 9 KM) | 7.8 | /M3 | |
| 61 | 61 | Brick (Av. Lead 8 KM) | 14.351 | ‰ | |
| 62 | 62 | (6) PCC Road From main road Ganesh Hansda house\nLabour for clearing the surface all complete job as per specification and direction of E/I all complete job. | 20 | /MD | |
| 63 | 63 | Supplying and laying good quality of Stone Metal Packing filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of material, royalty all taxes etc but excluding the cost of carriage all complete job as per specification and direction of E/I all complete job. (8.6.3) | 15.58 | /M3 | |
| 64 | 64 | Providing PCC M-100 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade-III (50mm to 25mm size) clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.3) | 3.9 | /M3 | |
| 65 | 65 | Providing PCC M-150 with nominal mix of (1:2:4) in Foundation and plinth with approved quality of stone Chips (20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.2) | 21.24 | /M3 | |
| 66 | 66 | Earth work filing in flanks in road fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5 all complete job as per specification and direction of E/I all complete job. | 10 | Each | |
| 67 | 67 | Carriage of Materials\nStone Metal (Lead 25 KM) | 17.78 | /M3 | |
| 68 | 68 | Sand (Lead 30 KM) | 13.18 | /M3 | |
| 69 | 69 | Stone Chips( Lead 25 KM) | 26.4 | /M3 | |
| 70 | 70 | (7) PCC Road from Karitand niche tola to Chandeshwar Baski house\nLabour for clearing the surface all complete job as per specification and direction of E/I all complete job. | 10 | /MD | |
| 71 | 71 | Supplying and laying good quality of Stone Metal Packing filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of material, royalty all taxes etc but excluding the cost of carriage all complete job as per specification and direction of E/I all complete job. (8.6.3) | 7.79 | /M3 | |
| 72 | 72 | Providing PCC M-100 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade-III (50mm to 25mm size) clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.3) | 1.95 | /M3 | |
| 73 | 73 | Providing PCC M-150 with nominal mix of (1:2:4) in Foundation and plinth with approved quality of stone Chips (20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete job as per specification and direction of E/I. (5.3.2) | 10.62 | /M3 | |
| 74 | 74 | Earth work filing in flanks in road fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5 all complete job as per specification and direction of E/I all complete job. | 5 | Each | |
| 75 | 75 | Carriage of Materials\nStone Metal (Lead 25 KM) | 8.89 | /M3 | |
| 76 | 76 | Sand (Lead 30 KM) | 6.59 | /M3 | |
| 77 | 77 | Stone Chips( Lead 25 KM) | 13.2 | /M3 | |
| 78 | 78 | Add Cost of Signboard and Photographs | 7 | Each | |
| 79 | 79 | Goods & Service Tax (G.S.T.) - | BI01010001010000000000000515BI0100001150 | 988481 | Rs. |
| 80 | 80 | Labour Cess - | BI01010001010000000000000515BI0100001151 | 1.1071e+06 | Rs. |
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