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| 1 | SCHEDULE ‘A’(Part-I) Bldg Work |
| 2 | Supply & Construction of Prefabricated fast eractable modular shelter for Offrs/JCOs (10.64 m x 6.10 m x 2.70 m) incl plinth/ fdn, vitrified tiles floring (Tech Specications & drawings as specified for NIT). DGAR/COB/03 sheet no 01/10 to 10/10 tender. |
| 3 | SCHEDULE ‘A’(Part-II) Bldg Work |
| 4 | Supply & Constr of Pre -fabricated fast erectable modular Shelter (18.30m x 6.10 m x 3.00 m) for Kote incl plinth/ fdn (Tech Specications & drawings as specified for NIT). DGAR/COB/04 sheet no 01 to 09 attached in tender. |
| 5 | SCHEDULE ‘A’(Part-III) Bldg Work |
| 6 | Supply & Constr of Pre -fabricated fast erectable modular Shelterfor Security Post incl plinth/ fdn, vitrified tiles floring (Tech Specications & drawings as specified for NIT). DGAR/COB/115 sheet no 01 to 04 attached in tender. |
| 7 | SCHEDULE ‘A’ (Part-IV)(Internal Road 250 mtr) |
| 8 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 9 | Preparation and consolidation of sub grade with power power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm deep dressing to camber and consolidating with road roller including making goods undulation etc and re rolling the sub grade and disposal of surplus earth with lead upto 50 meters and lift upto 1.5m as directed byEngr-in- charge. |
| 10 | Supplying & laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding material including 13.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power road roller of 8 to 10 tonne capacity in two layer with proper gradient and camber etc complete(150mm thick ) |
| 11 | Supplying and laying stone aggregate of 63 to 45 mm size of WBM with moroum as binding material including 11.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power roa droller of 8 to 10 tonne capacity in two layer to proper grade and camber etc. Complete |
| 12 | Supplying and laying stone aggregate of 53 to 22.4 mmsize of WBM with moroum as binding material including 11.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power roa droller of 8 to 10 tonne capacity in two layer to proper grade and camber etc. Complete |
| 13 | Providing and applying tack coat using hot straight bitumen of VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification on wbm @0.75 kg/sqm |
| 14 | Providing & applying 2.5 cm premise carpet surface with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively 100 Sqmand 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2 mm size and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 ton capacity etc. Complete with paving asphalt 30/40 VG 10 heated and then mixed with solvent at the rate of 70 gm per kg of asphalt |
| 15 | Providing and laying seal coat of premissed fine aggregate (passing2.36mm and retained on 180 micron seive) with bitumen using 128 Kg of bitumen of graded 80-100(vg-10) bitumen per cum of fine aggregate per 100 sqm of road surface incl rolling and finishing with road roller in complete. |
| 16 | SCHEDULE ‘A’ (Part-V) (R.R Masonry Retaining 2.6 mtr wall of length 60 m with Drain for PFT structures as development works) Drawing No DGAR/STD DRG/COB/12 sheet No 01 |
| 17 | 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.For All kind of soil. |
| 18 | Providing and laying in position of plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level. |
| 19 | Providing & Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand) |
| 20 | Providing & Random rubble masonry with hard stone in Superstructure above plinth level and upto floor five level,including levelling up with plain cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand). |
| 21 | Providing and laying of cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level. |
| 22 | Raised and cut pointing in stone work in white cement mortar mix of 1:3 (1 cement: 3 fine sand). |
| 23 | Supplying and stacking at site 20 mm size stone aggregate as a backfill to the retaining wall. |
| 24 | Providing & fixing unplasticised Rigid PVC sewer pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter. |
| 25 | Providing & laying of position plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all work upto plinth level. |
| 26 | Providing & laying of position plain cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:3:6(1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level. |
| 27 | SCHEDULE ‘A’ (Part-VI)(Storm Drain Drg DGAR/ENGR/COB/10) |
| 28 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 29 | 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. All kinds of soil. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 32 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 33 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 34 | SCHEDULE ‘A’ (Part-VI)(Sewage disposal). |
| 35 | Consumption of 20 user septic tank all as per drg No DGAR/Engr 355 |
| 36 | Consumption of soak pit all as per drg No DGAR/Engr 356 |
| 37 | Consumption manhole chamber all as per drg No DGAR/Engr 356 |
| 38 | Providing and laying PVC sewage pipe 110 mm dia all as per specified |
| 39 | SCHEDULE OF CREDIT |
| 40 | MS Pipe (Old) (Rate against scrap mtrl to be quoted at minimum price of Rs 10/Kg for the scrap material) |
| 41 | CGI Sheet (Old) (Rate against scrap mtrl to be quoted at minimum price of Rs 25 per Nos for the scrap material) |
