|
| 1 | Earthwork in excavation for structuers as per drawing and technical specifications Clause 305.1 includding setting out costruction of shoring and harding removale of stumps and other delerious material and disposal uoto a lead of 50 m. do…do..all S.O.R Item No 3.13 (i) A Abut 1 x 9.00 M x 4.250 M X 1.50 M = 57.375 M3 R/W 4 x 2.00 M x 1.625 M X 1.50 M = 19.50 M3 |
| 2 | Sand Filling in foundation trenches as per drawing & technical specification.S.O.R Item No. 12.03Abut 1 x 9.00 M x 4.250 M X 0.100 M = 3.825 M3 R/W 4 x 2.00 M x 1.625 M X 0.100 M = 1.30 M3 |
| 3 | Providing and laying of dry rubble fiooring complete as per drawing and Technical Specification Clause 1303.3 S.O.R Item No 16.09 Abut 1 x 8.85 M x 3.800 M X 0.15 M = 5.04 M3 R/W 4 x 2.00 M x 1.625 M X 0.15 M = 1.950 M3 U/ Flo 1 x 6.700 M x 0.800 M X 0.15 M = 0.80 M3 |
| 4 | Plain /Reinforced cement concrete in open foundation complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 12.08 A Abut 1 x 8.85 M x 3.800 M X 0.20 M = 6.73 M3 R/W 4 x 2.00 M x 1.625 M X 0.20 M = 2.60 M3 Floor 1 x7.500 M x 1.00 M X 0.15 M = 1.13 M3 |
| 5 | Stone massonary work in cement mortar in foundation complete as per drawing and Technical Specification Square Rubble Coarse Rubble massonary in C.M (1:3 ) in Foundation S.O.R Item No 12.07 A Abut 2 x(8.70+7.65)/2 x(1.675+1.15)/2x1.05=24.25M3 R/W 4 x 2 ( 1.475 + 0.95 ) / 2 x 1.05 M =10.19 M3 Cur/W 2 (0.30+1.16/2x(0.85+0.40)/2x0.90M = 0.82 M3 |
| 6 | Stone massonary work in cement mortar in sub-structure complete as per drawing and Technical Specification . Coarse Rubble massonary in C.M (1:3 ) in sub- structure S.O.R Item No 13.04 B Abut 2 x 7.5 x (1.00 +0.70)/2 x0.800M=10.20M3 R/W 4x(2.00+2.375 )/2x(0.80+0.40)/2x1.85M=9.71 M3 Parapet 2 x 2.400 x 0.40 x 0.50 M= 0.96 M3 |
| 7 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M15 ) S.O.R Item No 13.05 A (p) R/W 4 x 2.375 M x0.400 M X 0.100 M = 0.38 M3 Parapet 2 x 2.400 M x 0.40 M X 0.100 M = 0.19 M3 |
| 8 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M20 in Abut cap ) S.O.R Item No 13.05 B (p) Abut Cap 2 x 7.50 M x0.700 M X 0.200 M = 2.10 M3 . 2 x 7.50 M x 0.40 M X 0.285 M = 1.71 M3 |
| 9 | Plain /Reinforced cement concrete in sub-structure complite as per drawing and Technical Specification (P.C.C Grade M25 in Deck slab ) S.O.R Item No 13.5 F Case I(p) . 1 x 7.50 M x 1.60 M X 0.210 M = 2.52 M3 |
| 10 | Providing and laying cement concrete Werain coat M30 grade including Reinforcement complite as per drawing and Technical Specification S.O.R Item No 14.4 . 1 x 7.50 M x 1.60 M X 0.075 M = 0.90 M3 |
| 11 | Supplying fitting and placing HYSD bar reinforcement in super structure complite as per drawing and Technical Specification. S.O.R Item No 13.6 Sub -structuer - 52 kg /M3 =198.120kg Deck slab - 105 kg /M3 =264.60kg |
| 12 | Plastring with cement mortar (1:3) 15 mm thick on brick or stone massonary work in structure Technical Specification Clause 613.4 ,1204 S.O.R Item No 13.3 Abut 1 x 7.50 M x1.000 M =15.00 M2 R/W 4 x 3.075 M x 1.185 M = 14.58 M2 End Of R/W 4x (0.65+0.40)/2 x1.185 = 2.49 M2 Side of Deck slab 2x 2.40M x 0.285 M = 1.37 M2 Parapet 2x 2.40M x 1.600 M = 7.68 M2 |
| 13 | Providing weepholes in brick/stone massonary Plain/ reinforced concrete abutment , wing wall, return wall, with 100 mm dia Ac pipe exlending through the full width the structure with slope of 1(v):20(H) towards drawing face complite as per drawing and Technical Specification. Clause 614,709, 1204,3.7 S.O.R Item No 13.8 |
| 14 | Back filling behind abutment wing wall and return wall with sandy material complite as per drawing and Technical Specification. Clause 1204,3.8 S.O.R Item No 13.9.B . 2 x 7.65 M x0.275 M x1.05 M =4.42 M3 . 2 x 7.50 M x 0.600 M x 0.95 M = 8.55 M3 |
| 15 | G.S.T @ 18% |
| 16 | Labour Cess 1% Please Enable Macros to View BoQ information |
