Forest Department Tender
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Costs
EMD
₹ 79,537Document Cost
₹ 1,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2024_FORES_439671_1Tender No
Nagar Van Prithaviraj Nagar Makadwali HokraTender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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G-23 - Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Gate 60 kg per sqm size 5x3 mtr Size 3 x 1.50 mtr 9.8
1170
96
112320
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G-24 - Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the billets to produce steel conforming to IS:1786) Cold twisted deformed bars (IS : 1786). 4.13.1
1200
77
92400
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G-25 - Centering and amp; shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 4.10.2
28.36
340
9642.4
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G-26 - Centering and amp; shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. Rcc pillars 2 x 4 4.10.3
27.6
375
10350
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G-27 - Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Raft 2x4 4.9
7.2
157
1130.4
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G-28 - Providing and laying in position specified grade of cement concretee for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix Beam 0.60 x 0.60 mtr Projection 4.3
4.55
5185
23591.75
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G-29 - Providing and laying in position specified grade of cement concretee for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix Rcc pillars 4.2
4.14
5609
23221.26
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G-30 - Providing and laying in position specified grade of cement concretee for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix Raft 4.1
9.36
4934
46182.24
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G-31 - Providing and laying in position cement concretee including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). Pcc 3.1.6
1.2
3302
3962.4
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G-32 - 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 taking out the excavated soil and depositing and refilling of jhiri with watering and amp; ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils rcc pillars 0.6 x 0.60 mtr 1.8
14.4
178
2563.2
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 1.1
1310
9
11790
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Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil chain link fencing wall 1.6
265.28
175
46423.13
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Stone Masonry Work 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). chain link fencing wall 3.1.6
88.43
3302
291979.35
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Stone Masonry Work Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 6.1.6
155.59
2838
441557.33
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Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 3.3.1
29.48
5112
150676.2
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Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm 9.36.1
2358
629
1483182
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Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. And lift up to 1.5 mtr all kinds of soil 1.28 pwd bsr ajmer
300
9
2700
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Earth work in excavation by me Mechanical means (Hydraulic Excavator) / manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m , disposed earth to be levelled and neatly dressed all kinds of soil boundary wall Pillars 1.8 pwd bsr ajmer
37.08
178
6600.24
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providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). boundary wall Pillars 3.1.6 pwd bsr ajmer
9.27
3302
30609.54
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Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 (1 cement : 6 sand ).boundary wall Pillars 6.1.6 pwd bsr ajmer
27.81
2838
78924.78
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Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar 1:6 (1 cement : 6 sand ). boundary wall Pillars 6.2.6 pwd bsr ajmer
84.24
3479
293070.96
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Providing and fixing pre cast cement concretee coping 1:2:4 mix 50mm thick complete as per specification boundary wall Pillars 3.8 pwd bsr ajmer
46.8
367
17175.6
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plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick Pillars 20 x 4 Pillars 20 x 2 12.1.2 pwd bsr ajmer
54
211
11394
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Pointing on stone masonry in cement sand mortar 1:3 (1 cement :3 sand) Raised and cut pointing boundary wall 2 x 88 12.31.2 pwd bsr ajmer
316.8
233
73814.4
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel
rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and
guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: 1600x3mx0.20 =960 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2
960
272
261120
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CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond 10 Km (upto 20 Km PWD BSR ajmer 2022 Ch. No. G-4.1
960
165
158400
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Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: 1.7.1 Ordinary rock L=8M,W=3M,H=1.20M pwd bsr 1.7
5.4
251
1355.4
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). PWD BSR 3.1.6 L=8M,W=3M , H=0.75 M pwd bsr 3.1
6.75
3302
22288.5
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Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: L=8M,W=3M,H=1 6.1.6 Cement Mortar 1:6 ( 1-Cement : 6-Sand). PWD BSR 6.1
3.6
2838
10216.8
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Dry Masonry. C L=3M, W=3,H=0.60 PWD BSR 6.1.2
5.4
1744
9417.6
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Cement Mortar 1:6 ( 1-Cement : 6-Sand). L=3,W=3,H=0.75 PWD BSR 6.2.6
6.75
3479
23483.25
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Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts, struts, buttresses, string orlacing courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).L=8M, W=3M,H=0.50M PWD BSR 3.2.1 PWD BSR 3.2
2.7
5451
14717.7
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Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 2*L*W=2*8*1.20 PWD BSR 12.32 PWD BSR 12.3
6
190
1140
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Purchase of woven wire
11
90
990
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Stretching and binding woven wire for gabion (6*3+3*2.40)
40
20
800
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