SRP Upper Fort Aguada

Amount

Paving of pathway from front compound wall gate to the water sump and from water sump to old toilet block. Removing/excavation of the hard soil up to a depth of 40cm for laying the laterite stone pavement for the mud/ soil pathway including disposal of debris up to lead more than 500 mtrs away from the monument, etc complete.

Providing and laying laterite rubble stone soiling of 10cm thick including ramming, consolidating, watering, carrying materials, water, etc. complete

Providing and laying C. C. 1:3:6 (1 cement: 3 coarse sand: 6 basaltic or granitic aggregate) 10 cm thick in foundation including carring material, mixing, curing etc complete

Providing and laying (0.50 x 0.30 x 0.20m) laterite stone pavement in CM 1:3 (1 cement: 3 sand), including dressing, carrying materials, water, curing, etc complete

Providing recessed pointing in cement mortar (1:3) in laterite stone joints including racking of joints etc. complete

Cross drain on pathway from compound wall gate to the water sump. Earthwork in excavation in foundation trenches (not exceeding 1.5 min width and 10 Sqm in plan) including dressing of sides, ramming of bottom lift upto 1.5 m and getting out the excavated soil as directed and disposal of surplus excavated soil as directed with a lead of 5 m. d) All types of lateritic rock (requiring chiseling), where blasting is prohibited.

Providing and laying laterite rubble stone soiling of 10cm thick including ramming, consolidating, watering, carrying materials, water, etc complete.

Providing and laying C. C. 1:3:6 (1 cement : 3 coarse sand : 6 basaltic or granitic aggregate) 10 cm thick in foundation including carrying material, mixing, curing etc complete

Providing and laying nonpressure NP3 class (heavy duty) hume R.C.C. pipes 600 mm in diameter with male female jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

Retaining wall for retaining soil of pathway of old toilet block. Earthwork in excavation in foundation trenches (not exceeding 1.5 min width and 10 Sqm in plan) including dressing of sides, ramming of bottom lift upto 1.5 m and getting out the excavated soil as directed and disposal of surplus excavated soil as directed with a lead of 5 m. d) All types of lateritic rock (requiring chiseling), where blasting is prohibited.

Providing and laying laterite rubble stone soiling of 10cm thick including ramming, consolidating, watering, carrying materials, water, etc, complete.

Providing and laying C. C. 1:3:6 (1 cement : 3 coarse sand : 6 basaltic or granitic aggregate) 10 cm thick in foundation including carrying material, mixing, curing etc complete

Providing laterite stone masonry in neatly dressed stone of size (40cm X 30cm X 15cm) in cement mortar 1:4 (1 cement: 4 coarse sand) including curing etc complete

Dismantling dressed laterite stone masonry water tank manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead etc. complete

Providing and fixing G.I. railing on moat wall by using 4” G.I. pipe alround horizontally 3m in length and vertically 1.10m in height with 0.30m inserted in masonry with suitable hold fast on either side and with two 4” G.I. long bends on either top corners. M.S. flat 5cm and 6mm thick is welded at the bottom of the railing 5cm above ground level and 20 mm M.S. square rod welded 14cm c/c between two vertical 4” G.I. pipe including cutting, welding, making hole in masonry, concreting, painting with one coat of metal primer and two coat of synthetic enamel paint, etc. complete

Providing PVC transparent sheet roof at S-E bastion by using purlin of M.S. tube 80X40X3.2 @ 1.2m c/c and one mid support of 80X40X3.2 to support purlin at underneath with inserting M.S. tube 50cm in the laterite stone wall on either side for bearing including making hole in wall and filling with concrete 1:2:4, painting M.S. tube with one coat of primer and two coat of synthetic enamel paint. Laying PVC transparent sheet 6mm thick on purlin and fixing with necessary steel J-hooks including overlapping sheet 30cm in each row including cutting, fixing in position etc. complete

Reconstruction of laterite stone structure near chapel. Provision for providing laterite stone masonry in neatly dressed stone of size 50 X 30 X 20 cm in Lime mortar 1:2 (1 Lime: 2 sand) etc. complete

Providing and laying laterite rubble stone soiling of 60cm thick including ramming, consolidating, watering, carrying materials, water, etc, complete.

Chandrashekar S Yalwar