Construction Of B P Road From Benimadhabpur School (Starting From The House Of Arjun Sardar) Towards Ashwatha Tolar Ghat (Upto Sdb Double Soling B P Road) At Mouza-Benimadhabpur, G.P- Merigunj-Ii, P.S. & Block- Kultali Under Bishnupur Sub Division Of Civi
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Project Description
Construction Of B P Road From Benimadhabpur School ( Starting From The House Of Arjun Sardar ) Towards Ashwatha Tolar Ghat ( Upto Sdb Double Soling B P Road ) At Mouza-Benimadhabpur, G.P- Merigunj-Ii, P.S. & Block- Kultali Under Bishnupur Sub Division Of Civil Engineering Division No-I, Sundarban Development Board. ( Ch 0.0M To 1585.0M ) Length- 1585.00 M ( Plan )
BOQ
| Name of Work: Construction of B P Road from Benimadhabpur School (starting from the house of Arjun Sardar) towards Ashwatha Tolar Ghat (upto SDB Double soling B P Road) at Mouza-Benimadhabpur, G.P- Merigunj-II, P.S. & Block- Kultali under Bishnupur Sub Division of Civil Engineering Division No-I, Sundarban Development Board. (ch 0.0m to 1585.0m) Length- 1585.00 M (PLAN) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. (b) Where land for earth owned/arranged by the Contractor. | BI01010001010000000000000515BI0100001138 | 2791 | M3 |
| 2 | 2 | Extra rate for earthwork as in item no.1 for each additional lead of 30 m. of part thereof beyond the initial lead of 30 m. | BI01010001010000000000000515BI0100001139 | 558 | M3 |
| 3 | 3 | Extra rate for earthwork as in item no.1 for each additional lift of 1.50 m. of part thereof beyond the initial lift of 1.50 m. | BI01010001010000000000000515BI0100001140 | 558 | M3 |
| 4 | 4 | Fine dressing and making the crest to correct camber and grade by cutting and filling earth where necessary including extra earth. | BI01010001010000000000000515BI0100001141 | 3170 | M2 |
| 5 | 5 | Box cutting In road embankment In all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. | BI01010001010000000000000515BI0100001142 | 750 | M3 |
| 6 | 6 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in bard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.\nA) Brick on edging (250 mm) depth | BI01010001010000000000000515BI0100001143 | 3170 | %M |
| 7 | 7 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.\n(e)soling on dry pavement with one brick on edge on a layer ofbrick flat brick (200 mm thick) | BI01010001010000000000000515BI0100001144 | 3750 | M2 |
| 8 | 8 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (DIa. to be measured at mid length). | BI01010001010000000000000515BI0100001145 | 7127 | M |
| 9 | 9 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\nA) where boats are necessary | BI01010001010000000000000515BI0100001146 | 4515 | M |
| 10 | 10 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | BI01010001010000000000000515BI0100001147 | 716 | M |
| 11 | 11 | Supplying empty Cement bags in good condition | BI01010001010000000000000515BI0100001148 | 4603 | %Nos |
| 12 | 12 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of filling materials, (Earth or sand) and gunny bags. | BI01010001010000000000000515BI0100001149 | 4603 | %Nos |
| 13 | 13 | Supplying laying fitting & fixing R.C.C. spun pipes and collars with cement mortar (1:3) including fixing the pipes collars with jute, pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.\n(a)Spun pipe-300 dia,NP-2 Grade | BI01010001010000000000000515BI0100001150 | 7.5 | M |
| 14 | 14 | Supplying R.C.C.spun pipes collars including loading, carriage, unloading at site.\na)Collar-300 dia, NP-2 Grade. | BI01010001010000000000000515BI0100001151 | 2 | Nos |
| 15 | 15 | Supplying,laying ,fitting &fixing R.C.C spun pipes and collers with cement morter (1:3) including fixing the pipes collers with jute,pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.\na) Spun pipes-600 dia, NP-2 Grade | BI01010001010000000000000515BI0100001152 | 15 | M |
| 16 | 16 | Supplying RCC spun pipe collars including loading , carriage , unloading at site.\na)Collar-600 dia, NP2 Grade | BI01010001010000000000000515BI0100001153 | 4 | Each |
| 17 | 17 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) | BI01010001010000000000000515BI0100001154 | 1 | Each |
| 18 | 18 | Add GST @ 12% (CGST+SGST) | BI01010001010000000000000515BI0100001155 | 4.31517e+06 | Percent |
| 19 | 19 | Labour Welfare Cess @ 1% | BI01010001010000000000000515BI0100001156 | 4.83299e+06 | Percent |
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