Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Civil And Construction
Eprocure
Opening Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 1,96,34,000
Costs
EMD
₹ 4,90,850Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CESDA_72145_7Tender No
PMGSY II BAtch-I Re-Tender 2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3075.12
616530
200.49
Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .
1297.32
1516783
1169.17
Water Bound Macadam Base (Grade-II):Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 .By Mannual Means.
734.74
1195043
1626.49
Water Bound Macadam Base (Grade-III):Using screening Type BProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .By Mannual Means.
734.74
1239406
1686.87
Prime Coat:Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
9829.5
612771
62.34
Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
9796.5
171732
17.53
Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(Type-a) or 13.2 mm to 0.09 mm(Type-b) aggregates using penetration grade bitumen to the required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
9796.5
1973602
201.46
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
9796.5
603268
61.58
Carraige of stock materials:(lead=140km)
-
-
-
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
Loading
41.93
4629
110.42
Unloading =
41.93
4197
100.12
Haulage =
5325
22365
4.2
Carraige of non-stock materials:(lead:55)
-
-
-
Consumption of stone chips & stone dust :
-
-
-
Loading & unloading
3982.34
243002
61.02
Haulage =
481862.58
2023822
4.2
Carraige of non-stock materials:(lead:55)
-
-
-
Loading & unloading
364.21
22224
61.02
Haulage =
42673.55
179228
4.2
Setion B
-
-
-
Retaining wall & Brest wall :
-
-
-
a)Earthwork in excavation for structures as per drawing 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
103.56
21784
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
353.05
1018919
2886.02
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
653.24
2248082
3441.42
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
192.51
362954
1885.37
Providing and laying stone filling in building works with clean hard selected stones, all complete
1525
743559
487.58
Carraige of stock materials(35km)
-
-
-
Loading
135.16
12737
94.24
Unloading =
135.16
12737
94.24
Haulage =
4730.74
26350
5.57
Carraige of Sand(Lead:55km)
-
-
-
Loading& unloading
251.59
15351
61.02
Haulage =
25460.82
106935
4.2
Carraige of Stone(Lead:55km)
-
-
-
Loading& unloading
1917.27
212011
110.58
Haulage =
221444.12
930065
4.2
Setion C
-
-
-
Construction of Hill Side Drain
-
-
-
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
2488
1646185
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
279.91
156827
560.28
Carraige of stock materials(Lead:35km)
-
-
-
loading
87.08
8206
94.24
Unloading =
87.08
8206
94.24
Haulage =
4.18
12801
3062.5
Carraige of Sand(Lead:40km)
-
-
-
Loading & unloading
167.2
10202
61.02
Haulage =
18392
77246
4.2
Carraige of Stone(Lead:40km)
-
-
-
Loading& unloading
572.31
63286
110.58
Haulage =
69249.51
290847
4.2
SECTION D:-(CULVERT)
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
155.62
38866
249.76
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.25
311664
3018.41
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.44
230726
3018.41
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
2176
806.02
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
98056
4952.35
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
13817
4952.35
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
47.6
13804
290
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.31
20630
487.58
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
1260
100
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.54
47940
264.08
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.61
213156
6742.8
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.87
7017
135.28
Carraige of stock materials(Lead:30km)
-
-
-
CEMENT:-
-
-
-
loading
256.25
2413
9.42
Unloading =
256.25
2413
9.42
Haulage =
7687.61
3228
0.42
HYSD BAR
-
-
-
loading
59.18
603
10.2
Unloading =
59.18
603
10.2
Haulage =
1775.34
745
0.42
Carraige of STONE CHIPS(Lead:20km)
-
-
-
Loading & unloading
20.33
1240
61.02
Haulage =
406.62
2817
6.93
Carraige of Sand(Lead:20km)
-
-
-
Loading & unloading
73.06
4458
61.02
Haulage =
1461.17
10125
6.93
Carraige of Stone(Lead:20km)
-
-
-
Loading& unloading
191.51
11686
61.02
Haulage =
3830.28
26543
6.93
SECTION E (ROAD FURNITURES)
-
-
-
Reinforced cement concrete M15 kilometer 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
3
6630
2210.11
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
4006
1335.58
Reinforced cement concrete M15 kilometer 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/ cast-in-situ)
9
3616
401.82
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
Providing and fixing of typical PMGSY informatory sign board with Logo 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 we
2
12509
6254.77
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
900mm side equilaterial triangle
12
18234
1519.55
600mm side equilateral triangle
12
17953
1496.1
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
15
90129
6008.65
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
544
272.43
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements