Public Works Department-PWD has published Construction Of Boundary Wall Compound Flooring And Earth Filling And Furnishing Of New Ee Pwd Office, Doimukh.. Submission Date for this Tender is 21-02-2024. Wall Construction Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH:- Compound wall |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 3 | Ordinary soil |
| 4 | Manual Means |
| 5 | upto 3 m depth |
| 6 | Providing and laying with Stone/Boulder of size 100mm in foundation and plinth i/c filling with Fine sand in voids and ramming compacting cansolidating watering etc… |
| 7 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 9 | RCC Grade M20 |
| 10 | Case-I, Using concrete Mixer. |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 12 | RCC Grade M20 (Height upto 5m) |
| 13 | Case-I, Using concrete Mixer. |
| 14 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification. |
| 15 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 16 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 17 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 18 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications |
| 19 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade |
| 20 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 21 | In Tees, Angles, Flats and Channels |
| 22 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 23 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 24 | 1.20 m high fencing with 1.8 m RCC posts of standard design placed every 3 m apart, embedded in cement concrete blocks, corner end and every 10th post to be strutted, provided with 9 horizontal lines and two diagonals of barbed wire 9.38 Kg per 100 m (min) between two posts fitted and fixed with GI staples on wooden plugs tied to 6 mm bar nibs with binding wire (cost of RCC posts, struts, earth work and concrete to be paid for separately). |
| 25 | GI barbed wire. |
| 26 | SH:- Main Entry Gate (2 Nos) |
| 27 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 28 | Ordinary soil, A-Manual Means. |
| 29 | upto 3 m depth |
| 30 | Providing and laying with Stone/Boulder of size 100mm in foundation and plinth i/c filling with Fine sand in voids and ramming compacting cansolidating watering etc… |
| 31 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 32 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 33 | RCC Grade M20 |
| 34 | Case-I, Using concrete Mixer. |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 36 | RCC Grade M20 (Height upto 5m) |
| 37 | Case-I, Using concrete Mixer. |
| 38 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification. |
| 39 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 40 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications |
| 41 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade |
| 42 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 43 | In Tees, Angles, Flats and Channels |
| 44 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for Steel work of approved brand and manufacture in all shades on new work to give an even shade |
| 45 | SH:- Embankment work (Filling). |
| 46 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 47 | SH:- RCC Drain with Cover. |
| 48 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 49 | Ordinary soil, Manual Means, upto 3 m depth |
| 50 | Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification. |
| 51 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 52 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 53 | RCC Grade M20 |
| 54 | Case-I Using concrete Mixer |
| 55 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification. |
| 56 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 57 | Neat cement punning. |
| 58 | Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 59 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 60 | Granular material |
| 61 | SH:- Compound Flooring (interlocking paver) |
| 62 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) ; for grading-IIIMaterial. |
| 63 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
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