Tender For Construction Of Sakav On Gr Anchayat Dasur Bhadakambha Dasur Dhangarwadi Raod Tal.Rajapur
Tender Value
48.86 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
60000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ratnagiri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sakav On Gr Anchayat Dasur Bhadakambha Dasur Dhangarwadi Raod Tal.Rajapur
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No.1 - Sakav Proper |
| 2 | Item No.1:- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) |
| 3 | Item No.2:- Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 4 | Item No.3:- Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 5 | Item No. 4 :- Providing and laying in situ / ready mix cement concrete of M-20 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 6 | Item No. 5 :- Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge |
| 7 | Item No. 6 :- Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 8 | Item No. 7 :- Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 9 | Item No 8:- Providing and laying in situ / ready mix M 25 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )RCC work of Ballast walls & Kerb |
| 10 | Item No.9:- Providing and cutting bending, hooking, laying in position and tying HCRM/ CRS for reinforcement as per detailed drawings for R.C.C. work Note : Where item no 34(c) considered in estimate, Anti Corrosive Treatment Shall not be considered additionaly. HCRM : High Corrosion Resistance Marine. CRS : Corrosion Resistance Steel. |
| 11 | Item No. 10 :- Providing and fixing in position tar paper bearing as per detailed drawing etc. complete. |
| 12 | Item No.11:- Providing and fixing in position expansion joints with 25 mm thick bituminous pad as per detailed drawing etc.complete. |
| 13 | Item No.12:- Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 14 | Item No. 13 :- Providing and laying weep holes of 100 mm diametre PVC pipes as per drawing for abutment returns returns walls etc. complete. |
| 15 | Item No.14:- Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. |
| 16 | Item No 15 - Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete |
| 17 | Item No 16 :-Providing selected murum filling including laying in layers of 15 to 20 cm watering and compacting etc. complete. (Only labour charges ) |
| 18 | Item No. 17 :- Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 40mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 100 x 50 x 6 mm spaced 2.5 C/C 1:2:4 C.C. bedding of size 45 x 30 x 30cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any strata |
| 19 | Item No. 18 :- Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 20 | Item No.19:- Providing and fixing Name board |
| 21 | 2) Sub Estimate No.2 - Approach Work |
| 22 | Item No.1:- Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. |
| 23 | Item No.2:- Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed |
| 24 | Item No.3:- Supplying 80 mm laterite stone metal at the road side for metal including coveying & stacking etc. complete. ( 50 meter initial lead) Hand Broken (Excluding Royalty. |
| 25 | Item No- 4:- Supplying 60 mm laterite stone metal at the road side for metal including coveying & stacking etc. complete. ( 50 meter initial lead) Hand Broken (Excluding Royalty. |
| 26 | Item No- 5:- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 27 | Item No - 6:- Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 28 | Item No- 7:- Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 29 | Item No- 8:-Compacting for 80 mm laterite metal with power roller including necessary labour,material & artificial watering etc.complete. |
| 30 | Item No- 9:-Compacting for 60 mm laterite metal with power roller including necessary labour,material & artificial watering etc.complete. |
| 31 | Item No- 10:- Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 32 | Item No - 11 :- Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm.stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 33 | Item No.12:- Premix bituminous carpet 20 mm thick VG - 30 grade - Poviding 20 mm thick premix bituminous carpet including supplying all materials, preparing and cleaning the base, heating bitumen applying tack coat at specified rate, Mixing hot bitumen and chips, laying the carpet layer and compacting etc. complete. By Bulk Asphalt. (excluding Tack coat). (Cold Mix with prior approval) |
| 34 | Item No.13:- Providing bituminous Liquid seal coat to B.T.surface including supplying all materials with all leads, preparing the existing road surface, heating & applying bitumen, spreading chips, rolling complete. ( by using bulk asphalt ) ( bitumen at the rate of 0.98 Kg / one square metre 60 / 70 grade ) |
| 35 | Add for royalty charges |
| 36 | 1) Sub Estimate No.1 Item No- 20 - Payment of Royalty charges for supply of material |
| 37 | 2) Sub Estimate No.2 Item No- 14 - Payment of Royalty charges for supply of material |
| 38 | Add for Testing charges |
| 39 | 1) Sub Estimate No.1- Item No.21:- Payment of testing charges if contractor produced authorised results ( Rate 2023-2024) |
| 40 | 1) Basic test of Cement |
| 41 | 2) Fineness Modulus (Sieve analysis) Silt & Clay Content |
| 42 | 3) Sieve analysis |
| 43 | 4) Water Absorption Impact & crushing value |
| 44 | 5) Abrasion |
| 45 | 6) Flakiness & Elongation Index |
| 46 | 7) Wt. per meter Ultimate tensile stress, Yield stresss & Elongation test |
| 47 | 8) Conc. Mix design |
| 48 | 9) Compressive strength |
| 49 | 2) Sub Estimate No.2- Item No.15:- Payment of testing charges if contractor produced authorised results ( 2023 - 2024) |
| 50 | 1) Sieve analysis |
| 51 | 2) Crushing Value Water Absorption & Specific Gravity, |
| 52 | 3) Penetration Softening point Flash & Fire point, Specific Gravity |
| 53 | 4) Water Absorption Impact & crushing value |
| 54 | 5) Abrasion Value. |
| 55 | 6) Flakiness & Elongation Index |
| 56 | 7) Extraction for Carpet Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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