Construction Of Helipad At Ghansali Gojiyana Block Bhilangna , Distric Tehri Garhwal .

Tender Notice

25752420
Construction Of Helipad At Ghansali Gojiyana Block Bhilangna , Distric Tehri Garhwal .
Indian
Uttaranchal
18-10-2020
28-10-2020
03-11-2020

Tender Details

Construction Of Helipad At Ghansali Gojiyana Block Bhilangna , Distric Tehri Garhwal .

Key Value

Document Fees
INR 4720 /-
EMD
INR 208000.00 /-
Tender Value
INR 1.03 Crore /-

BOQ Items

Name of Work:- Construction of Helipad at Ghansali Gojiyana Block Bhilangna, Distric Tehri Garhwal.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in hill road (hill side cutting/ filling):- Excavation in hilly area for construction of raod in all type of siols & rocks with E&B and BLB as met at site true to lines as per plan, X-section, L- Section camber, super elevation as required also including uprooting & Cutting of bushess dressing lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means / manual means including in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charg.e.. Earth & Boulder,Ordinery Rock,Hard Rock etc complete in all respect as per direction given by Engg. in charge. BI01010001010000000000000515BI0100001113 1 Job
2 2 Removal of Unsuitable Soil with Disposal Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 BI01010001010000000000000515BI0100001114 4886.22 cum
3 3 Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 cu.m HP and disposal of the same on the valley side (two rainy season during construction) BI01010001010000000000000515BI0100001115 2039.81 cum
4 4 Excavation in foundation for retaining & breast walls in all types of soils and rocks ncluding lead, lift and disposal of surplus material as per direction of engineer - in -charge BI01010001010000000000000515BI0100001116 226.07 cum
5 5 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc.(As per PWD Uttarakhand specifications) BI01010001010000000000000515BI0100001117 312.04 cum
6 6 Random Rubble Masonary laid dry in breast wall,retainingwall, parapets,scupper cu.m etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) BI01010001010000000000000515BI0100001118 554.63 cum
7 7 H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. \ncomplete. BI01010001010000000000000515BI0100001119 256.44 cum
8 8 Construction of parapet in RR stone masonry laid in 1:6, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( without base concrete) BI01010001010000000000000515BI0100001120 32 Rm
9 9 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 BI01010001010000000000000515BI0100001121 320.63 cum
10 10 Longitudinal katcha drain\nC/O of katcha drain per m BI01010001010000000000000515BI0100001122 1400 Rm
11 11 Gravel/Soil-Aggregate Base (Table 400.2) Grading Construction of gravel/soil-aggregate base by providing well 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 BI01010001010000000000000515BI0100001123 723.29 cum
12 12 C/O 1 m span scupper with CC base . Metre Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. BI01010001010000000000000515BI0100001124 47 Rm
13 13 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. BI01010001010000000000000515BI0100001125 107.34 cum
14 14 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 BI01010001010000000000000515BI0100001126 0.1 hac.
15 15 Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 BI01010001010000000000000515BI0100001127 3339.71 cum
16 16 Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. BI01010001010000000000000515BI0100001128 2226.47 sqm
17 17 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:3:6 BI01010001010000000000000515BI0100001129 67 cum
18 18 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4 BI01010001010000000000000515BI0100001130 14 cum
19 19 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause M 30 BI01010001010000000000000515BI0100001131 26.49 cum
20 20 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by\nvolume, including cement slurry etc. complete BI01010001010000000000000515BI0100001132 15 sqm
21 21 Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001133 120 kg
22 22 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) BI01010001010000000000000515BI0100001134 2 No.
23 23 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) BI01010001010000000000000515BI0100001135 7 No.
24 24 Providing and Fixing Title Information Board Project each Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm\nx 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint\nas per drawing Clause 1701 and Annexure 1700.1 BI01010001010000000000000515BI0100001136 1 No.
25 25 Providing and fixing of semi reflective cautionary, mandato and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 BI01010001010000000000000515BI0100001137 17 No.
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