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 Date21 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 2,97,49,000
Costs
EMD
₹ 7,43,725Document 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
2018_CESDA_71047_1Bid Award Id
ViewTender No
PMGSY II Batch-I 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
Compacting Cut Formation :
-
-
-
Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300
2875.08
-
36.71
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 .(Using Naturally Occuring River Bed Materials)
1866.05
-
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.
1036.7
-
1626.49
Water Bound Macadam Base (Grade-III):
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 III as per Technical Specification clause 405 .
By Mannual Means.
1036.7
-
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.
13822.5
-
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.
13822.5
-
17.53
20mm thick Open-Graded Premix Carpet using Bituminous Binder:
Case I : By Mannual Means
I. Bitumen (S-90)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in asuitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .
13822.5
-
183.85
Seal Coat:
Case-I : Type B
(I) Bitumen (S-90)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510
13822.5
-
61.58
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
63.75
-
337.53
Carriage of Stock Materials : (Lead 50 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
59.18
-
110.42
Unloading
59.18
-
110.12
Haulage
9468.8
-
4.2
Carriage of Non-Stock Materials : (Lead 30 km).
-
-
-
Consumption of Stone Boulder & Dust
-
-
-
loading and unloading
5560.86
-
61.02
Haulage
648253.64
-
4.2
Carriage of Non-Stock Materials : (Lead 120 km).
-
-
-
Consumption of Stone Chips
-
-
-
loading and unloading
373.22
-
61.02
Haulage
43517.77
-
4.2
Section B
-
-
-
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 with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).
286.4
-
210.35
Retaining wall and Brest wall :
-
-
-
(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))
1854.81
-
2886.02
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 sound , hard , durable and fairly regular in shape stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
1017.17
-
1885.37
Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
1325
-
487.58
Carriage of Stock Materials : (Lead 50 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
189.74
-
94.24
Unloading
189.74
-
94.24
Haulage
4743.5
-
4.2
Carriage of Non-Stock Materials : (Lead 30 km).
-
-
-
Consumption of Sand
-
-
-
loading and unloading
643.62
-
61.02
Haulage
65649.24
-
4.2
Carriage of Non-Stock Materials : (Lead 30 km).
-
-
-
Consumption of Stones
-
-
-
loading and unloading
5031.77
-
110.58
Haulage
402541.6
-
4.2
Section C
-
-
-
Construction of Hill Side Drain and culverts.
-
-
-
Construction of hill side drain with P.C.C M10 (1:3:6) 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
3686
-
661.65
Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete.
414.68
-
649.92
Carriage of Stock Materials : (Lead 50 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
129.01
-
94.24
Unloading
129.01
-
94.24
Haulage
3225.25
-
4.2
Carriage of Non-Stock Materials : (Lead 30 km).
-
-
-
Consumption of Sand
-
-
-
loading and unloading
247.7
-
61.02
Haulage
24770
-
4.2
Carriage of Non-Stock Materials : (Lead 30 km).
-
-
-
Consumption of Stones
-
-
-
loading and unloading
847.87
-
110.58
Haulage
93265.7
-
4.2
Construction of culverts 6 mtr x 3mtrs
1
-
200904
Construction of culverts 6 mtr x 2mtrs
4
-
159752.6
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
Section D (Road furnitures)
-
-
-
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 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 x 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 as per drawing Clause 1701 and Annexure 1700.1
4
-
9405
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
20
-
3113.9
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) Over 10cm thick
720
-
159.65
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements