Public Works Department-PWD has published Construction/Development Of Nandimarg Gulabgrah Road ( Phase-Ist ) From Km 4Th To M 6Th By Way Of Improvements Of Earth Work/Sub-Grade/P/L Of Rbm/Gsb Layer , Construction Of 2No . 5 Mtr Span Culverts Rd 3967 Mtr To 4915 Mtr , Construction Of Brea. Submission Date for this Tender is 09-11-2020. Culvert Tenders in Kulgam Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work: Construction /Development of road from Nandimarg to Gulabgarh (phase Ist= Km 1st to 6th) from KM 4th to 6th by way of improvement of earthwork/subgrade/P/L of RBM/GSB layer, Construction of 2 No. 5 Mtr Culverts at RD 3967 Mtrs and 4915 Mtrs, Const. of Breast Wall at spots (Agg: length 600 Mtr) , Const. of Retaining wall at spots (Agg: length 95 Mtr) , & Construction of 7 No 5 Mtr Long Causeways KM 1st to 6th , Const. of RCC Pipe Culverts 19 Nos KM 1st - 6th and P/L of WBM Gr-II KM 1st to 3rd (Agg: length 3.00 Kms) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earth work /Preparation of Sub Grade/RBM Filling | |||
2 | 1.01 | Earth work in excavation by mechanical means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed. | |||
3 | 1.02 | All Kinds of Soil | 32036.5 | Cum | |
4 | 1.03 | Ordinary Rock | 5653.5 | Cum | |
5 | 1.04 | Preparation of subgrade by excavating earth to an average of 22.5cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth upto 50 mtrs | 10950 | Sqm | |
6 | 1.05 | Supplying/filing of RBM of specified grade incld: Spreading, dressing, watering & compacting with compactor incld cost and carriages of all materials complete upto 20 Km lead. | 2103.75 | cum | |
7 | 2 | Const. of 02 No. 5 Mtr Culverts | |||
8 | 2.01 | Earth work in excavation by mechnical means(Hydraulic excavator) in foundation trenches, drains pipes and cables etc (not exceeding 1.5 Mtr, in width or 10 Sqm on plan) incld. dressing of sides and ramming of bottoms, lift, upto 1.5 Mtr. Incld. getting out excavated soil and disposal of surplus soil as directed within a lead of 50 Mtr. (In All Kinds soil ) incld: all carriages leads lifts etc complete. incld: dewatering of foundation trenches/diverting of nallah incld: making of ring bund during execution of work complete | 921.57 | Cum | |
9 | 2.02 | Providing/Laying stone soling Nallah dry hand packed on level in foundation trenches . Incld: all carriages complete | 416.46 | Cum | |
10 | 2.03 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nom: size (crushed). . Incld: all carriages complete(Cement of approved brand and manufacture to be used ) | 24.82 | Cum | |
11 | 2.04 | Providing/Laying in position cement conc work in walls (any thickness) including upto plinth level. excld. the Cost of centering , shuttering, finishing, and reinforcement in1:2:4 (1¨Cement: 2 Course sand: 4 graded stone agg: 20mm size (Crushed) including all carriages etc complete . Cement to be used of standard brand incld. all carriages (Cement of approved brand and manufacture to be used ) | 816.68 | Cum | |
12 | 2.05 | Providing/Laying in position reinforced cement conc M20 of specified grade work upto plinth /floor V- level excld. the Cost of centering , shuttering, finishing, and reinforcement in1:1.5:3 (1¨Cement: 1.5 Course sand: 3 graded stone agg: 20mm size (Crushed) including all carriages etc complete (Cement of approved brand and manufacture to be used ) | 129.09 | Cum | |
13 | 2.06 | Reinforcement for RCC work with FE 415 steel of specified dia incld. Straightening, cutting bending, placing, in position and binding all complete thermo mechanically treated bars.incld: all carriages complete (SAIL/Himalya Platenium) | 41282.8 | Kg | |
14 | 2.07 | Centering and shuttering incld: strutting , Propping etc and removal of form work | |||
15 | 2.08 | Foundations, footings bases of columns etc for mass conc: | 1116.48 | sqm | |
16 | 2.09 | Suspended Floors & Edge of Slabs | 106.96 | Sqm | |
17 | 2.1 | Providing and fixing of PVC pipes of 4" Dia in position and propely fixed in weep holes including all carriage | 300 | RM | |
18 | 3 | Const. pf Breast Wall (Agg: length 600 Mtrs) | |||
19 | 3.01 | Earth work in excavation by mechnical means(Hydraulic excavator) in foundation trenches, drains pipes and cables etc (not exceeding 1.5 Mtr, in width or 10 Sqm on plan) incld. dressing of sides and ramming of bottoms, lift, upto 1.5 Mtr. Incld. getting out excavated soil and disposal of surplus soil as directed within a lead of 2.oo Kms. (In All Kinds soil ) incld: all carriages leads lifts etc complete. | 1575 | Cum | |
20 | 3.02 | Providing/Laying stone soling Nallah dry hand packed on level in foundation trenches . Incld: all carriages complete | 137.7 | Cum | |
21 | 3.03 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nom: size (crushed). . Incld: all carriages complete (Cement of approved brand and manufacture to be used ) | 96 | Cum | |
22 | 3.04 | Random Rubble Masonry with hard stone from quarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone) aggregate 20mm nominal size upto plinth level. incld: All carriages (Cement of approved brand and manufacture to be used ) | |||
23 | 3.05 | With cement mortar 1:6 (1 cement :6 coarse sand) incld: All carriages | 615 | Cum | |
24 | 3.06 | Dry using quarry stone with bond stone incld: All carriages | 615 | Cum | |
25 | 3.07 | P/L of 150mm thick Cement conc:coping (1 Cement: 2 coarse sand: 4 graded stone agg: finished with a floating coat of neat cement incld: cement slurry, but excld: the cost of nosing of steps etc. with 20mm nom: size stone agg: a-(Crushed) incld: all carriages | 67.5 | Cum | |
26 | 4 | Constr. R/Walls (Agg: length 95 Mtrs) | |||
27 | 4.01 | Earth work in excavation by mechnical means(Hydraulic excavator) in foundation trenches, drains pipes and cables etc (not exceeding 1.5 Mtr, in width or 10 Sqm on plan) incld. dressing of sides and ramming of bottoms, lift, upto 1.5 Mtr. Incld. getting out excavated soil and disposal of surplus soil as directed within a lead of 2.00 Kms. (In All Kinds soil ) incld: all carriages leads lifts etc complete. | 380 | Cum | |
28 | 4.02 | Providing/Laying stone soling Nallah dry hand packed on level in foundation trenches . Incld: all carriages complete | 24.22 | Cum | |
29 | 4.03 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nom: size (crushed). . Incld: all carriages complete (Cement of approved brand and manufacture to be used ) | 19 | Cum | |
30 | 4.04 | Random Rubble Masonry with hard stone from quarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone) aggregate 20mm nominal size upto plinth level. Incld: all carriages (Cement of approved brand and manufacture to be used ) | |||
31 | 4.05 | With cement mortar 1:6 (1 cement :6 coarse sand) incld: All carriages | 325.85 | Cum | |
32 | 4.06 | Dry using quarry stone with bond stone incld: All carriages | 139.65 | Cum | |
33 | 4.07 | P/L of 50mm thick Cement conc:coping (1 Cement: 2 coarse sand: 4 graded stone agg: finished with a floating coat of neat cement incld: cement slurry, but excld: the cost of nosing of steps etc. with 20mm nom: size stone agg: a-(Crushed) incld: all carriages (Cement of approved brand and manufacture to be used ) | 76 | Sqm | |
34 | 4.08 | Backfilling with dry hand picked stone boulders of specified size behind R Wall including all carriages | 201.88 | Cum | |
35 | 5 | Constr. Of 7 No 5 mtr Long Causeways | |||
36 | 5.01 | Earth work in excavation by mechnical means(Hydraulic excavator) in foundation trenches, drains pipes and cables etc (not exceeding 1.5 Mtr, in width or 10 Sqm on plan) incld. dressing of sides and ramming of bottoms, lift, upto 1.5 Mtr. Incld. getting out excavated soil and disposal of surplus soil as directed within a lead of 50 Mtr. (In All Kinds soil ) incld: all carriages leads lifts etc complete. incld: dewatering of foundation trenches/diverting of nallah incld: making of ring bund during execution of work complete | 381.77 | Cum | |
37 | 5.02 | Providing/Laying stone soling Nallah dry hand packed on level in foundation trenches . Incld: all carriages complete | 280 | Cum | |
38 | 5.03 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nom: size (crushed). . (Cement of approved brand and manufacture to be used ) | 38.57 | Cum | |
39 | 5.04 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level.1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nom: size )crushed).. Incld: all carriages complete. (Cement of approved brand and manufacture to be used ) | 515.32 | Cum | |
40 | 5.05 | Providing/Laying in position cement conc work in walls (any thickness) including upto plinth level. excld. the Cost of centering , shuttering, finishing, and reinforcement in1:2:4 (1¨Cement: 2 Course sand: 4 graded stone agg: 20mm size (Crushed) including all carriages etc complete .incld. all carriages (Cement of approved brand and manufacture to be used ) | 170.97 | Cum | |
41 | 5.06 | Reinforcement for RCC work with FE 415 steel of specified dia incld. Straightening, cutting bending, placing, in position and binding all complete thermo mechanically treated bars.incld: all carriages complete (SAIL/Himalya Platenium) | 5129.25 | Kg | |
42 | 5.07 | Centering and shuttering incld: strutting , Propping etc and removal of form work Foundations, footings bases of columns etc for mass conc: | 989.68 | sqm | |
43 | 5.08 | Providing and fixing of PVC pipes of 4" Dia in position and propely fixed in weep holes including all carriage | 210 | RM | |
44 | 6 | Construction of RCC pipe culvert (19 Nos) | |||
45 | 6.01 | Earth work in excavation by mechnical means (Hydraulic excavator) in foundation trenches, drains pipes and cables etc (not exceeding 1.5 Mtr, in width or 10 Sqm on plan) incld. dressing of sides and ramming of bottoms, lift, upto 1.5 Mtr. Incld. getting out excavated soil and disposal of surplus soil as directed within a lead of 50 Mtr. (In All Kinds soil ) incld: all carriages leads lifts etc complete. incld: dewatering of foundation trenches/diverting of nallah incld: making of ring bund during execution of work complete | 739.86 | Cum | |
46 | 6.02 | Providing/Laying stone soling Nallah hand packed on level in foundation trenches . Incld: all carriages complete | 227.61 | Cum | |
47 | 6.03 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nom: size (crushed). . Incld: all carriages complete (Cement of approved brand and manufacture to be used ) | 42.693 | Cum | |
48 | 6.04 | P/L in position cement conc: of specified grade excld: the cost of Centering and shuttering. All work upto plinth level.1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nom: size )crushed).. Incld: all carriages complete (Cement of approved brand and manufacture to be used ) | 673.36 | Cum | |
49 | 6.05 | Centering and shuttering incld: strutting , Propping etc and removal of form work Foundations, footings bases of columns etc for mass concrete | 1288.2 | Sqm | |
50 | 6.06 | Providing / laying of RCC pipes (different Dia's) in proper position/ grade incld: earth work cutting and providing required quantity of RBM over pipes as cushion incld: cost and carraige of RBM and Pipes | |||
51 | 6.07 | 36"Dia RCC Pipes | 96 | Rft | |
52 | 6.08 | 24"Dia RCC Pipes | 360 | Rft | |
53 | 7 | P/L of WBM Gr-II (Agg: length 3.00 Kms) | |||
54 | 7.01 | Supplying and stacking of stone agg: 63mm -45mm ansd stone screening 13.2mm type (A) and stone dust etc incld: Laying Water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with PRR of 8-10 tonne capacity etc, complete (Payment for stone aggregate, screenings, kankar, moorum and red Bajree etc to be made separately) Base course with 63mm to 45mm size incld: stone screenings 13.2mm size. including all labour charges etc complete (excluding carriages) | 948.05 | Cum | |
55 | 7.02 | Supplying and stacking of stone screenings / Chippings at site, including all carriage. Of size (13.2mm Nom: size ( Type-A). | 140.43 | Cum | |
56 | 7.03 | Supplying and stacking of stone dust at site incld: all : carriage. | 65.7 | Cum | |
57 | 7.04 | Laying Water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with PRR of 8-10 tonne capacity etc, complete (Payment for stone aggregate, screenings, kankar, moorum and red Bajree etc to be made separately) Base course with 63mm to 45mm size incld: stone screenings 13.2mm size. including all labour charges etc complete | 821.25 | Cum |
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