Public Works Roads Department Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_41333_3Tender No
CE/Com/105/SOPD-G/24-25/2Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
2280.94
2090
-
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
2362.5
2389
-
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
562.5
2195
-
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
900
2432
-
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
562.5
2367
-
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Construction of granular surface course 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 capacity to achieve the desired density,achieve the desired density, complete as per Technical Specification Clause 402.
67.5
2628
-
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Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood
as per drawing and technical specifications Clause 1302.5
70
896
-
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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
328.05
3360
-
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Geo-Bags: Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
92
323
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material.I Ordinary soil (i) Upto 3 m depth
543.36
127
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone. I P.C.C grade M 10. Nominal mix 1:3:6(Hand Mixing)
24.16
6077
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone. I P.C.C grade M 20. Nominal mix 1:2:4
69.84
6664
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone. B With natural Gravel. I P.C.C Grade M 10. Nominal mix 1:3:6
8.95
5607
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone. B With natural Gravel. II P.C.C Grade M15
Nominal mix 1:2.5:5
52.66
5536
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. I Coursed rubble masonry (1st sort) In 1:4 cement mortar
19.77
4919
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone. IV R.C.C Grade M20
9.1
7072
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. A With crushed stone
1.29
14419
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II P.C.C. grade M 20. i) Nominal mix (1:2:4)
49.84
7048
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Clauses 614, 709, 1204.3.7
24
134
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20
30.06
7953
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. I With Crushed stone
12
457
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses
1000 and 1202
1.83
63550
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
6.82
63702
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in t 57,715.00 superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.04
65217
-
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
5.2
2763
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Drainage spouts complete as per drawing and technical specifications
Clause 1209
2
1873
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical
specification Clause 1204 3.8
19.49
2073
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 (IV) RCC grade M20
94.12
6553
-
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5. I Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
18
4691
-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
9.08
2596
-
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. I Sand filling
106.22
1644
-
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
10.6
6036
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Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
18.75
1558
-
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Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
93.75
7450
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106, 600 mm dia
7.5
3272
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106, 1000 mm dia
37.5
7787
-
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
158.34
146
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